Academic literature on the topic 'WETTING SWCC'
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Journal articles on the topic "WETTING SWCC"
Satyanaga, Alfrendo, Jong Kim, Sung-Woo Moon, and Martin Wijaya. "Exponential Functions for Modelling Hysteresis of Soil-Water Characteristic Curves." E3S Web of Conferences 195 (2020): 02002. http://dx.doi.org/10.1051/e3sconf/202019502002.
Full textYang, Hong, Harianto Rahardjo, Eng-Choon Leong, and D. G. Fredlund. "Factors affecting drying and wetting soil-water characteristic curves of sandy soils." Canadian Geotechnical Journal 41, no. 5 (September 1, 2004): 908–20. http://dx.doi.org/10.1139/t04-042.
Full textZeng, Ling, Fan Li, Jie Liu, Qianfeng Gao, and Hanbing Bian. "Effect of initial gravimetric water content and cyclic wetting-drying on soil-water characteristic curves of disintegrated carbonaceous mudstone." Transportation Safety and Environment 1, no. 3 (December 12, 2019): 230–40. http://dx.doi.org/10.1093/tse/tdz018.
Full textZhang, Yuwei, Zhanping Song, Xiaolin Weng, and Yongli Xie. "A New Soil-Water Characteristic Curve Model for Unsaturated Loess Based on Wetting-Induced Pore Deformation." Geofluids 2019 (April 15, 2019): 1–14. http://dx.doi.org/10.1155/2019/1672418.
Full textLi, Xuebo, Tianlun Shen, Ke Xiang, Qian Zhai, Harianto Rahardjo, Alfrendo Satyanaga, and Shijun Wang. "Effect of the Wetting Hydraulic Property of Soil on 1-D Water Infiltration." Sustainability 15, no. 3 (January 18, 2023): 1822. http://dx.doi.org/10.3390/su15031822.
Full textLi, J. H., L. M. Zhang, and X. Li. "Soil-water characteristic curve and permeability function for unsaturated cracked soil." Canadian Geotechnical Journal 48, no. 7 (July 2011): 1010–31. http://dx.doi.org/10.1139/t11-027.
Full textFredlund, Delwyn G., Daichao Sheng, and Jidong Zhao. "Estimation of soil suction from the soil-water characteristic curve." Canadian Geotechnical Journal 48, no. 2 (February 2011): 186–98. http://dx.doi.org/10.1139/t10-060.
Full textAl-Mahbashi, Ahmed M., Tamer Elkady, and Mosleh Al-Shamrani. "The Role of Stress States on the Hysteric Behavior of Expansive Soil under Multiple Drying-Wetting Cycles." Buildings 13, no. 7 (June 26, 2023): 1619. http://dx.doi.org/10.3390/buildings13071619.
Full textKong, Lingwei, Hossain Md Sayem, and Huihui Tian. "Influence of drying–wetting cycles on soil-water characteristic curve of undisturbed granite residual soils and microstructure mechanism by nuclear magnetic resonance (NMR) spin-spin relaxation time (T2) relaxometry." Canadian Geotechnical Journal 55, no. 2 (February 2018): 208–16. http://dx.doi.org/10.1139/cgj-2016-0614.
Full textAhmed, Asif, Md Jobair Bin Alam, Pratibha Pandey, and MD Sahadat Hossain. "Estimation of unsaturated flow parameters and hysteresis curve from field instrumentation." MATEC Web of Conferences 337 (2021): 01008. http://dx.doi.org/10.1051/matecconf/202133701008.
Full textDissertations / Theses on the topic "WETTING SWCC"
AHMED, AATIF. "EXPERIMENTAL STUDY ON WETTING SOIL WATER CHARACTERISTIC CURVE OF SAND WITH MIXTURE OF BENTONITE CLAY." Thesis, DELHI TECHNOLOGICAL UNIVERSITY, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18888.
Full textLi, Po-Ting, and 李柏廷. "Measurement of Drying and Wetting SWCCs by Flow Pump Method." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/9234pn.
Full text國立臺灣大學
土木工程學研究所
106
In general, geotechnical engineers use soil mechanics which pioneered by Karl Terzaghi to solve various kinds of geotechnical engineering problems. The assumption of the soil is either completely saturated or completely dry in this theory. However, there are many area is in unsaturated condition and many geotechnical engineering problems occurs in unsaturated condition. Therefore, understanding the unsaturated soil mechanics could prevent the improper design happen. The soil-water characteristic curve (SWCC) play an important role in unsaturated soil mechanics. The SWCC represent the relationship between soil suction and soil water content. There are many methods and laboratory tests have been developed to evaluate and measure the SWCC over past decades. Among them, ASTM pressure plate test is widely used since its convenience and reliability. However, the experimental duration is too long about 1~3 months to obtain a SWCC and the specimen is stable or not is difficult to determine. In this study, flow pump system, triaxial system, 3D printing technology, axis translation technique and modified suction drop method are combined to establish an experimental system of SWCC measurement method. Fine quartz sand, Vietnam quartz sand and Peng Hu calcareous sand are used as test material for this research. Results show that this experimental method is able to obtain the SWCC efficiently and cost less experimental duration.
Book chapters on the topic "WETTING SWCC"
Raghuram, Ammavajjala Sesha Sai, and B. Munwar Basha. "Effect of Drying and Wetting SWCCs on Unsaturated Soil Slopes." In Lecture Notes in Civil Engineering, 493–504. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6370-0_44.
Full textRojas, Eduardo. "Collapse Upon Wetting." In Towards a Unified Soil Mechanics Theory: The Use of Effective Stresses in Unsaturated Soils (Third Edition), 147–70. BENTHAM SCIENCE PUBLISHERS, 2022. http://dx.doi.org/10.2174/9789815050356122010012.
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