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Dissertations / Theses on the topic 'Penetration test'

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Published: 4 June 2021

Last updated: 25 July 2025

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1

Daniel, Christopher Ryan. "Energy transfer and grain size effects during the Standard Penetration Test (SPT) and Large Penetration Test (LPT)." Thesis, University of British Columbia, 2008. http://hdl.handle.net/2429/775.

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The Standard Penetration Test (SPT) is the most widely used in-situ soil test in the world. "Large Penetration Test" (LPT) is a term used to describe any scaled up version of the SPT. Several types of LPT have been developed around the world for the purpose of characterizing gravel deposits, as SPT blow counts are less reliable in gravels than in sands. Both tests suffer from the lack of a reliable means of determining transferred energy. Further, the use of LPT blow counts is generally limited to calculation of equivalent SPT blow counts using correlation factors measured in sands. Varia

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2

Butlanska, Joanna. "Cone penetration test in a virtual calibration chamber." Doctoral thesis, Universitat Politècnica de Catalunya, 2014. http://hdl.handle.net/10803/279364.

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Cone penetration test (CPT) is a fast and reliable site investigation tool for exploring soils and soft ground. While the interpretation of the test results in clay has advanced considerably from a theoretical and numerical viewpoint that of tests in sands still relies largely on empirical correlations. A major source of such correlations comes from tests done in calibration chambers (CC), where soil state and properties might be tightly controlled. Calibration chambers are relatively large pieces of equipment, and calibration chamber testing is expensive and time consuming. Moreover, CC tests

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3

Zhang, Ningning. "A micromechanical study of the Standard Penetration Test." Doctoral thesis, Universitat Politècnica de Catalunya, 2020. http://hdl.handle.net/10803/668841.

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This thesis explores the potential of models based on the discrete element method (DEM) to study dynamic probing of granular materials, considering realistic particle-scale properties. The virtual calibration chamber technique, based on the discrete element method, is applied to study the standard penetration test (SPT). A macro-element approach is used to represent a rod driven with an impact like those applied to perform SPT. The rod is driven into a chamber filled with a scaled discrete analogue of a quartz sand. The contact properties of the discrete analogue are calibrated simulating tw

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4

Teh, Cee-Ing. "An analytical study of the cone penetration test." Thesis, University of Oxford, 1987. http://ora.ox.ac.uk/objects/uuid:e339b846-021c-4d25-9f56-0f969c77ead2.

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The quasi-static penetration of a cone penetrometer into clay can be formulated as a steady state problem by considering a steady flow of soil past a stationary cone. The soil velocities are estimated from the flow field of an inviscid fluid, and the incompressibility condition is achieved by adopting a stream function formulation. Emphasis is placed on obtaining an accurate velocity estimate and this is accomplished by a solution of the Navier-Stokes equations. The strain rates are evaluated from the flow field using a finite difference scheme. The clay is modelled as a homogeneous incompress

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5

Pohorila, Victoriia, and Вікторія Миколаївна Погоріла. "Application penetration test and its necessity in 2021." Thesis, National Aviation University, 2021. https://er.nau.edu.ua/handle/NAU/51509.

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1. PENTESTS OF SITES AND WEB-APPLICATIONS [Electronic resource]. – Electronic magazine. Access mode: https://amonitoring.ru/service/pentest/web/ 2. Randy Lindberg. Types of Penetration Testing for 2021 [Electronic resource]. – Electronic magazine. – November 10, 2020 – Access mode: https://www.rivialsecurity.com/blog/types-of-penetration-testing 3. Cryptoperty. What is pentest? [Electronic resource]. – Electronic magazine. – May 04, 2020 – Access mode: https://itsecforu.ru/2020/05/04/chto-takoe-pentest/ 4. 10Guards. Pentest: what is hidden under the white hood?. [Electronic resource]. – Elec

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6

Payoongwong, Chatchawahn. "Field and laboratory studies of the behavior of spread footing for highway bridge construction (HAM-32-0.14)." Ohio : Ohio University, 1997. http://www.ohiolink.edu/etd/view.cgi?ohiou1177085999.

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7

Xiong, Pulei. "A Model-driven Penetration Test Framework for Web Applications." Thesis, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/20552.

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Penetration testing is widely used in industry as a test method for web application security assessment. However, penetration testing is often performed late in a software development life cycle as an isolated task and usually requires specialized security experts. There is no well-defined test framework providing guidance and support to general testers who usually do not have in-depth security expertise to perform a systematic and cost-efficient penetration test campaign throughout a security-oriented software development life cycle. In this thesis, we propose a model-driven penetration test

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8

Eslami, Abolfazl. "Bearing capacity of piles from cone penetration test data." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/nq21000.pdf.

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9

Walker, James. "Adaptive finite element analysis of the cone penetration test." Thesis, University of Nottingham, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.438553.

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10

Lee, Wai-ming. "Correlation of PCPT and SPT data from a shallow marine site investigation /." View the Table of Contents & Abstract, 2004. http://sunzi.lib.hku.hk/hkuto/record/B30110385.

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11

Lee, Wai-ming, and 李慧明. "Correlation of PCPT and SPT data from a shallow marine site investigation." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2004. http://hub.hku.hk/bib/B44570077.

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12

Wong, Kan-hok Ken. "Review of Menard pressuremeter test in weak rocks." Click to view the E-thesis via HKUTO, 2003. http://sunzi.lib.hku.hk/hkuto/record/B4257724X.

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13

Finke, Kimberly Ann. "Piezocone penetration testing in Piedmont residual soils." Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/21452.

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14

Wong, Kan-hok Ken, and 王勤學. "Review of Menard pressuremeter test in weak rocks." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B4257724X.

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15

Fan, Tailin. "Multi-plate penetration tests to determine soil stiffness moduli." Thesis, McGill University, 1985. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63172.

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16

Yang, Wenwei. "Development and application of automatic monitoring system for standard penetration test in site investigation." Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B36811919.

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17

Greig, James William. "Estimating undrained shear strength of clay from cone penetration tests." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25076.

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This paper discusses several proposed methods for estimating undrained shear strength from cone penetration tests. This correlation has been studied in the past, however, most have focussed only on the cone bearing. In addition to discussing these traditional methods, this paper evaluates recently proposed methods of estimating Su from CPT pore pressure data. The results of field vane and cone penetration tests from five lower mainland sites are presented in relation to the different proposed correlation techniques. The results show that there is no unique cone factor for estimating Su from C

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18

Brown, Douglas Neil. "The prediction of clay soil properties using the piezocone penetration test." Thesis, Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/20969.

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19

Cargill, Patrick Ethan. "The influence of friction sleeve roughness on cone penetration test measurements." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/23002.

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20

Eid, Walid Khaled. "Scaling effect in cone penetration testing in sand." Diss., Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/49849.

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The Cone Penetration Test (CPT) was developed originally in Holland in the 1930’s as a device which provides a small scale model of a pile foundation. Early versions were simple cone points for which the only measurement was the thrust required to push the point through the ground. Over the past 20 years, the cone was standardized to a tip area of 10 cm², and an electrical version was produced, which allows for continuous measurement of the cone tip resistance and sleeve friction along with a computer-based data acquisition system. The electrical cone represents a significant step forward for

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21

Gustafson, Ellen, and Emelie Strömgren. "Cone Penetration Test - a comparative study of the equipment and the performance." Thesis, Linköpings universitet, Kommunikations- och transportsystem, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-121130.

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Inom geotekniken behövs ofta jordlagerföljden och jordens egenskaper bedömmas. För att göra detta används ofta sonderingsmetoden Cone Penetration Test (CPT), som används främst till att ge en preliminär bedömning av jordlagerföljden och en uppskattning av geotekniska egenskaper. CPT-sondering är en avancerad metod som ställer högre krav på både fältgeotekniker och handläggande geotekniker jämfört med andra metoder och är en metod där många faktorer påverkar resultatet. Detta examensarbete undersöker vilka faktorer som påverkar CPT-sondering med fokus på utrustning och handhavandet hos teknikko

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22

Rahardjo, Paulus P. "Evaluation of liquefaction potential of silty sand based on Cone Penetration Test." Diss., Virginia Polytechnic Institute and State University, 1989. http://hdl.handle.net/10919/53844.

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Liquefaction ls a phenomenon where a saturated soil can temporarily lose its shear strength during an earthquake as a result of the development of excess pore pressures. For the past 25 years since Iiquefaction phenomenon was first explained, it was thought to be mainly a problem with clean sand, and most of the research has focused on these soils. However, as case history information has come to light, it has become apparent that silty sands are commonly involved, and in some cases even silts. This has generated a need for knowledge about the response of silty sands and silts under seismic lo

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23

Ozan, Cem. "Estimation Of Grain Characteristics Of Soils By Using Cone Penetration Test (cpt) Data." Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/1088988/index.pdf.

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Due to lack of soil sampling during a conventional cone penetration testing (CPT), it is necessary to classify soils based on recorded tip and sleeve friction and pore pressure (if available) values. However, currently available soil classification models are based on deterministic and judgemental determination of soil classification boundaries which do not address the uncertainties intristic to the problem. Moreover, size and quality of databases used in the development of these soil classification models are undocumented and thus questionable. Similar limitations do also exist in the develop

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24

Teeter, Russell Daniel. "Two dimensional mesoscale simulations of projectile instability during penetration of dry sand." Online access for everyone, 2007. http://www.dissertations.wsu.edu/Thesis/Fall2007/r_teeter_121107.pdf.

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25

Stevens, John Boyet. "Finite Element Analysis of Adiabatic Shear Bands in Impact and Penetration Problems." Thesis, Virginia Tech, 1996. http://hdl.handle.net/10919/36650.

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We study axisymmetric deformations of depleted uranium (DU) and tungsten heavy alloy (WHA) rods impacting at normal incidence both a rigid, planar target and a thick, deformable steel target. Each deformable material is modeled as elastic thermoviscoplastic; the flow stress increases with an increase in the effective plastic strain and effective plastic strain-rate but decreases with a rise in the temperature. An objective of this work is to ascertain when and where a shear band, defined as a narrow region of rapid, intense plastic deformation, forms in each material subject to impact loading.

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26

Fazi, Giovanni. "Serverless Computing: Penetration Testing e Metodi per la sicurezza." Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2020. http://amslaurea.unibo.it/20524/.

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Il modello di elaborazione Serverless fa parte delle ultime tecnologie per la progettazione e distribuzione di applicazioni. I grandi nomi di questa industria sono Amazon AWS, Google Cloud, Microsoft Azure e IBM. Sebbene questo nuovo paradigma risolve alcuni problemi dal punto di vista della sicurezza informatica, dall'altro ne vengono introdotti di nuovi. In questo elaborato viene quindi presentato uno studio di sicurezza delle piattaforme di serverless computing, analizzando sia dal punto teorico i problemi di tali piattaforme e delle applicazioni realizzate con esse, sia dal punto pratico m

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27

Lu, Dandan, and 卢丹丹. "Effects of static pile penetration on an adjacent earth retaining structure." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2011. http://hub.hku.hk/bib/B47054670.

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28

Yang, Wenwei, and 楊文衛. "Development and application of automatic monitoring system for standard penetration test in site investigation." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B36811919.

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29

Svenhard, Petter, and Amir Radaslic. "A penetration test of an Internet service provider : Computer Forensics and Information Security." Thesis, Högskolan i Halmstad, Sektionen för Informationsvetenskap, Data– och Elektroteknik (IDE), 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-18169.

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Computer security is of ever increasing importance in the modern corporate world due to the risk of disclosing sensitive assets. In a world where technology can be found in most organizations and businesses the importance of ensuring secure assets is not only a good habit but a necessity.This study concerned an Internet service provider in south western Sweden who saw an interest in ensuring the security of their computer systems. The Internet service provider wished to remain anonymous to protect its name and interests in casesensitive information were to be disclosed.The approach to test the

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30

Deshpande, Kedar M. "A Cone Penetration Test (CPT) based assessment of explosive compaction in mine tailings." Thesis, University of British Columbia, 2009. http://hdl.handle.net/2429/8660.

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Failure of tailings dams can occur due to liquefaction of saturated and loosely deposited silt and sand sized tailings under both seismic and static conditions. The consequences in terms of loss of lives and property are severe. As tailings possess soil-like structure and grain size distribution, it is possible to use ground improvement measures typically used for soils to improve the stability of these dams. It is also possible to use densification techniques to reduce the volume of the in-place tailings to provide greater storage space. This thesis reviews the assessment of ground densifica

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31

Mo, Pin-Qiang. "Centrifuge modelling and analytical solutions for the cone penetration test in layered soils." Thesis, University of Nottingham, 2014. http://eprints.nottingham.ac.uk/14319/.

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The interpretation of measurements from the cone penetration test is still predominately based on empirical correlations, which can be attributed to the lack of understanding of penetration mechanisms, that involve severe stress-strain and shear dilatancy close to the probe. Even so, it remains one of the most widely used in-situ tools for site characterisation, and several methods for displacement pile design have been developed using CPT data. This research investigates the response of penetrometers and the behaviour of layered soils during installation of probes using geotechnical centrifug

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32

Ballew, Wesley D. "Taylor Impact Test and Penetration of Reinforced Concrete Targets by Cylindrical Composite Rods." Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/34098.

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We use the three-dimensional finite element code DYNA3D to analyze two problems: (a) the normal impact of a cylindrical monolithic or composite rod against a smooth flat rigid target, (commonly known as the Taylor impact test), and (b) the penetration of composite and monolithic steel cylindrical rods into reinforced concrete targets. The composite rod is made of either a steel or copper shell enclosing a ceramic. The ceramic and the steel are assumed to fail at a critical value of the effective plastic strain, whereas no failure is considered in the copper. The thermoviscoplastic response

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33

Zhuang, Peizhi. "Cavity expansion analysis with applications to cone penetration test and root-soil interaction." Thesis, University of Nottingham, 2017. http://eprints.nottingham.ac.uk/42772/.

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As one of the most versatile and reliable in-situ devices, cone penetrometers have been extensively used in soil exploration (e.g. soil classification, soil profiling, back-calculation of soil properties etc.) both experimentally and theoretically over the past 80 years. To improve its site accessibility, reduce the required sample size with minimal boundary effects, or model soil penetration by plant roots or earthworms, cone penetrometers with various sizes are often employed both in the field and laboratory. Consequently, size-dependent performance may appear, and this is one of the subject

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34

Talbot, Michael H. "Dynamic Cone Penetration Tests for Liquefaction Evaluation of Gravelly Soils." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/7542.

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Dynamic Cone Penetration Tests for LiquefactionEvaluation of Gravelly SoilsMichael H. TalbotDepartment of Civil and Environmental Engineering, BYUDoctor of PhilosophyIn North American practice, the Becker Penetration Test (BPT) has become the primary field test used to measure penetration resistance of gravelly soils. However, this test is expensive and uncertainties exist regarding correlations and corrections for rod friction. As an alternative, the dynamic penetration test (DPT) developed in China has recently been correlated with liquefaction resistance in gravelly soils. The DPT equipment

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35

Sun, Tek-kei, and 孫廸麒. "Numerical modeling of skin friction and penetration problems in geotechnical engineering." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hdl.handle.net/10722/195991.

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Numerical modeling using finite element method (FEM) is well-recognized as a powerful method for both engineers and researchers to solve boundary value problems. In the modeling of geotechnical problems, the analyses are often limited to simple static problems with either steady-state effective or total stress approach while the transient response (development and dissipation of excess pore water pressure, uex) is seldom considered. Besides, infinitesimal small soil deformation is usually assumed. The simulation is further complicated when the soil-structure interaction problems involve signif

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36

Fransson, Johan. "A study of the correlation between soil-rock sounding and column penetration test data." Thesis, KTH, Jord- och bergmekanik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-40853.

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Lime-cement columns have been used in Sweden to improve poor soil conditions since the 1970’s. The method is inexpensive and flexible, but is difficult to test since the columns are manufactured in-situ. Many test-methods have been developed for testing the column strength during the years. Most of them need to be evaluated using an empirical correction-factor known as the cone factor. The column penetration test, KPS, is the most commonly used method in Sweden, it is considered to be reliable since a large part of the column cross-section is tested. The problem is that the probe easily deviat

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37

Gillespie, Donald G. (Donald Gardner). "Evaluating shear wave velocity and pore pressure data from the seismic cone penetration test." Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/30573.

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Recent developments in cone penetration testing have resulted in the addition of both pore pressure measurements and seismometers. The seismometers allow shear wave velocity testing to be performed at designated intervals. Both of these additions were researched to improve their application and interpretation. The significant factors effecting the pore pressure generated during cone penetration tests are discussed. The importance of various factors is especially dependent upon permeability, strength, and stiffness. For all sands tested, pore pressures lower than static were recorded behind th

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38

Arndt, Alex Michael. "Performance-Based Liquefaction Triggering Analyses with Two Liquefaction Models Using the Cone Penetration Test." BYU ScholarsArchive, 2017. https://scholarsarchive.byu.edu/etd/6945.

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This study examines the use of performance-based engineering in earthquake liquefaction hazard analysis with Cone Penetration Test data (CPT). This work builds upon previous research involving performance-based liquefaction analysis with the Standard Penetration Test (SPT). Two new performance-based liquefaction triggering models are presented herein. The two models used in this liquefaction analysis are modified from the case-history based probabilistic models proposed by Ku et al. (2012) and Boulanger and Idriss (2014). Using these models, a comparison is made between the performance-based m

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39

Taskinen, Timo I. "On the steady-state flow of an elastic-plastic material past cones and wedges." Thesis, University of Oxford, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.302330.

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Chu, Lap-man Raymond. "Material identification and subsurface stratigraphy of Penny's Bay reclamation site : by the method of subsurface exploration : piezocone penetration test and drilling /." Click to view the E-thesis via HKUTO, 2002. http://sunzi.lib.hku.hk/hkuto/record/B42576660.

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41

Corob, Alexander Edward. "Analysis of Applied Modifications to a Cone Penetration Test-based Lateral Spread Displacement Prediction Model." BYU ScholarsArchive, 2019. https://scholarsarchive.byu.edu/etd/9065.

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This study set out to examine the effectiveness and reliability of six modifications to the Zhang et al. (2004) CPT-based lateral spread model. A regression analysis, distribution charts, and a discriminant analysis are performed to determine how effective the modifications are on the model. From the comparisons and statistical analysis performed in this study, application of these modifications reduces over-predictions from strain-based prediction methods. Unfortunately, the tendency to under-predict displacements on average is also increased.

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42

Žaržojus, Gintaras. "Analysis of the results and it influence factors of dynamic probing test and interrelation with cone penetration test data in Lithuanian soils." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2010. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20101230_093807-41798.

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The object of the thesis is soils that occur within the territory of Lithuania and may be used as basis for building foundations. The thesis studies the interpretation of the results of Dynamic Penetration Test (DPT) and Cone Penetration Test (CPT) of soils, reliability of direct (number of blows (Nx)) and de-rivative (dynamic point resistance (qd)) DPT parameters, analyses the result influencing factors and interrelation between DPT and CPT parameters. The data analysis has been performed by means of mathematical methods of statistics, also using analytical and empirical solutions. Having exa

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Liao, Tianfei. "Post processing of cone penetration data for assessing seismic ground hazards, with application to the New Madrid seismic zone." Diss., Available online, Georgia Institute of Technology, 2005, 2005. http://etd.gatech.edu/theses/available/etd-05042005-133640/.

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Thesis (Ph. D.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2006.<br>Mayne, Paul W., Committee Chair ; Goldsman, David, Committee Member ; Lai, James, Committee Member ; Rix, Glenn J., Committee Member ; Santamarina, J. Carlos, Committee Member.

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Monahan, Patrick Alistair. "The application of cone penetration test data to facies analysis of the Fraser River Delta, British Columbia." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp02/NQ37354.pdf.

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45

Lu, Yan-Ming, and 盧艷銘. "Penetration test on Android." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/04056412128671598757.

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碩士<br>國立交通大學<br>資訊科學與工程研究所<br>100<br>In recent years smart phone has been more and more popularization in handset market, especially the Android system. Regardless of being receives and sends the email, playing the game, listening to music, watching the movie…and so on, which can work on the smart phones completely. Android is an open-source software stack for mobile devices, enables each people to develop the application. For this reason, hackers can spread the malicious software, like steals the user personal privacy material, and uses the payment service. Android Market has no the strict ex

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Sy, Alexander. "Energy measurements and correlations of the standard penetration test (SPT) and the becker penetration test (BPT)." Thesis, 1993. http://hdl.handle.net/2429/8848.

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The Standard penetration test (SPT) and the Becker penetration test (BPT) are two of the most widely used in-situ tests in North America. The SPT is most commonly used in sands and silty sands, while the BPT, being a large-scale penetration test, is more useful in gravelly soils. Both tests involve hammer impact on penetration rods, and the resulting penetration resistance or blow count is strongly influenced by the amount of hammer energy actually transferred into the drill rods. To make use of the large world-wide foundation performance data base currently available for the SPT, the BP

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47

Bo-An, Chen, and 陳柏安. "A Study of Penetration Test Methodology." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/13255486755437790630.

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碩士<br>中國文化大學<br>資訊安全產業碩士專班<br>102<br>This thesis proposes on a new methodology of penetration test, There are three processes in this methodology of the penetration test of this thesis are web, system and network. First, web process focus on using the web development framework or the know vulnerabilities of the module version to do the attack test, and using the Google hacker’s search technology to find the site of the injection point. Second system process is focus on the know vulnerabilities of the system service version and using the vulnerability scan to attack the server’s vulnerability.

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48

Chuang, Chwan-Yeh, and 莊傳業. "Application of Acoustic on Cone Penetration Test." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/40349832623836388132.

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碩士<br>國立中央大學<br>土木工程學系<br>84<br>This research described the properties of the acoustic emission signal gen-erated on the static cone penetration tests. As a penetrometer is penetrating into the soils, the acoustic emissions are generated by soil grains sliding and rolling over the penetrometer, sliding and rolling over one another and being rushed. The major purpose of this paper is to improve the technique of site investigation.This research includes the development of measuring system

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Chang, Jyh-Haur, and 張致豪. "Evaluation of Liquefaction Potential by Cone Penetration Test." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/65894703357733503437.

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Luo, Kuo-Yu, and 羅國育. "Evaluation of Strata Characteristics by Portable Penetration Test." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/77857869501102562055.

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Abstract:

碩士<br>國立臺灣大學<br>森林學研究所<br>87<br>It is necessary to have a complete strata characteristics survey before an engineering construction is built. The interpretation of strata characteristics is usually based on few sampling points of geological boring and standard penetration test. However, it is not enough to represent the strata characteristics of the whole area based on few points. The purpose of this study is to evaluate the strata characteristics applying portable penetration test, due to its economic, easy, and convenient, on the large area of slope-lands. The result shown that portable pene

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