Статті в журналах з теми "MODEL PILES IN SAND"
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Foray, P., L. Balachowski, and J. L. Colliat. "Bearing capacity of model piles driven into dense overconsolidated sands." Canadian Geotechnical Journal 35, no. 2 (April 1, 1998): 374–85. http://dx.doi.org/10.1139/t97-082.
Повний текст джерелаWang, Qingshan, Zhaoran Xiao, Xianqiang Zhao, and Dakuo Feng. "The Effects and Vertical Bearing Capacity of Two Jacked Model Piles in Sand." Sustainability 14, no. 21 (November 4, 2022): 14493. http://dx.doi.org/10.3390/su142114493.
Повний текст джерелаGavin, Kenneth, and Barry Lehane. "Base load – displacement response of piles in sand." Canadian Geotechnical Journal 44, no. 9 (September 2007): 1053–63. http://dx.doi.org/10.1139/t07-048.
Повний текст джерелаBisi, C., G. Chiaselotti, and P. A. Oliverio. "Sand Piles Models of Signed Partitions with Piles." ISRN Combinatorics 2013 (January 13, 2013): 1–7. http://dx.doi.org/10.1155/2013/615703.
Повний текст джерелаSastry, V. V. R. N., and G. G. Meyerhof. "Behaviour of flexible piles in layered sands under eccentric and inclined loads." Canadian Geotechnical Journal 31, no. 4 (August 1, 1994): 513–20. http://dx.doi.org/10.1139/t94-060.
Повний текст джерелаLatapy, Matthieu, Roberto Mantaci, Michel Morvan, and Ha Duong Phan. "Structure of some sand piles model." Theoretical Computer Science 262, no. 1-2 (July 2001): 525–56. http://dx.doi.org/10.1016/s0304-3975(00)00363-7.
Повний текст джерелаLee, Su-Hyung, and Choong-Ki Chung. "An experimental study of the interaction of vertically loaded pile groups in sand." Canadian Geotechnical Journal 42, no. 5 (October 1, 2005): 1485–93. http://dx.doi.org/10.1139/t05-068.
Повний текст джерелаAlawneh, Ahmed Shlash, Abdallah I. Husein Malkawi, and Husein Al-Deeky. "Tension tests on smooth and rough model piles in dry sand." Canadian Geotechnical Journal 36, no. 4 (November 22, 1999): 746–53. http://dx.doi.org/10.1139/t98-104.
Повний текст джерелаCai, Q., B. Xiang, C. W. W. Ng, K. S. Wong, X. Chen, and Y. Zhuang. "Loading transfer mechanism of a piled raft subjected to normal faulting in sand." Géotechnique Letters 12, no. 1 (March 2022): 14–19. http://dx.doi.org/10.1680/jgele.21.00098.
Повний текст джерелаHanna, A. M., and A. Afram. "Pull-out capacity of single batter piles in sand." Canadian Geotechnical Journal 23, no. 3 (August 1, 1986): 387–92. http://dx.doi.org/10.1139/t86-054.
Повний текст джерелаJoshi, R. C., Gopal Achari, and Shenbaga R. Kaniraj. "Effect of loading history on the compression and uplift capacity of driven model piles in sand." Canadian Geotechnical Journal 29, no. 2 (April 1, 1992): 334–41. http://dx.doi.org/10.1139/t92-038.
Повний текст джерелаDuong, Phan Thi Ha, and Tran Thi Thu Huong. "On the stability of Sand Piles Model." Theoretical Computer Science 411, no. 3 (January 2010): 594–601. http://dx.doi.org/10.1016/j.tcs.2009.09.022.
Повний текст джерелаBak, Jongho, Byung-hyun Choi, Junwon Lee, Jonghwan Bae, Kicheol Lee, and Dongwook Kim. "Behaviour of Single and Group Helical Piles in Sands from Model Experiments." MATEC Web of Conferences 278 (2019): 03007. http://dx.doi.org/10.1051/matecconf/201927803007.
Повний текст джерелаLee, Junhwan, and Rodrigo Salgado. "Analysis of calibration chamber plate load tests." Canadian Geotechnical Journal 37, no. 1 (February 1, 2000): 14–25. http://dx.doi.org/10.1139/t99-061.
Повний текст джерелаHsieh, Meng Hsiu, Wen Yi Hung, and Chung Jung Lee. "Centrifuge Seismic Test on Seismic Behavior of Pile Group in Liquefiable Soil." Applied Mechanics and Materials 764-765 (May 2015): 1041–45. http://dx.doi.org/10.4028/www.scientific.net/amm.764-765.1041.
Повний текст джерелаDickin, E. A., and C. F. Leung. "Performance of piles with enlarged bases subject to uplift forces." Canadian Geotechnical Journal 27, no. 5 (October 1, 1990): 546–56. http://dx.doi.org/10.1139/t90-070.
Повний текст джерелаDoubrovsky, M. P., and V. O. Dubravina. "MODEL TESTING OF THE "PILE-SOIL" INTERACTION UNDER AXIAL FORCE." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 83 (June 4, 2021): 102–11. http://dx.doi.org/10.31650/2415-377x-2021-83-102-111.
Повний текст джерелаPhan, Thi Ha Duong. "Two sided Sand Piles Model and unimodal sequences." RAIRO - Theoretical Informatics and Applications 42, no. 3 (June 3, 2008): 631–46. http://dx.doi.org/10.1051/ita:2008019.
Повний текст джерелаChaney, DR, K. Demars, JT Chin, and HG Poulos. "Tests on Model Jacked Piles in Calcareous Sand." Geotechnical Testing Journal 19, no. 2 (1996): 164. http://dx.doi.org/10.1520/gtj10339j.
Повний текст джерелаGoles, Eric, Gregorio González, Hans Herrmann, and Servet Mart´inez. "Simple lattice model with inertia for sand piles." Granular Matter 1, no. 3 (December 1, 1998): 137–40. http://dx.doi.org/10.1007/s100350050019.
Повний текст джерелаHartono, Edi. "Analisis Lendutan Model Pelat Fleksibel dengan Tiang Perbesaran Ujung dan Pelat Tidak Rapat Tanah Pada Tanah Pasir." Semesta Teknika 17, no. 1 (November 25, 2015): 10–16. http://dx.doi.org/10.18196/st.v17i1.410.
Повний текст джерелаSHAPOVAL, A. B., and M. G. SHNIRMAN. "SAND DENSITY AS SANDPILE DESCRIPTOR." International Journal of Modern Physics C 19, no. 06 (June 2008): 995–1006. http://dx.doi.org/10.1142/s0129183108012637.
Повний текст джерелаGeorgiadis, M., C. Anagnostopoulos, and S. Saflekou. "Centrifugal testing of laterally loaded piles in sand." Canadian Geotechnical Journal 29, no. 2 (April 1, 1992): 208–16. http://dx.doi.org/10.1139/t92-024.
Повний текст джерелаCraig, William H., and Suhail K. Sabagh. "Stress-level effects in model tests on piles." Canadian Geotechnical Journal 31, no. 1 (February 1, 1994): 28–41. http://dx.doi.org/10.1139/t94-004.
Повний текст джерелаWan, Zhihui, Heng Liu, Feng Zhou, and Guoliang Dai. "Axial Bearing Mechanism of Post-Grouted Piles in Calcareous Sand." Applied Sciences 12, no. 5 (March 7, 2022): 2731. http://dx.doi.org/10.3390/app12052731.
Повний текст джерелаLeong, Wong Kok, Nor Azizi Yusoff, Ameer Nazrin Abd Aziz, and Zaihasra Abu Talib. "Theoretical and Actual Bearing Capacity of Driven Piles Using Model Piles in Sand." Applied Mechanics and Materials 773-774 (July 2015): 1453–59. http://dx.doi.org/10.4028/www.scientific.net/amm.773-774.1453.
Повний текст джерелаMeyerhof, G. G., V. V. R. N. Sastry, and A. S. Yalcin. "Lateral resistance and deflection of flexible piles." Canadian Geotechnical Journal 25, no. 3 (August 1, 1988): 511–22. http://dx.doi.org/10.1139/t88-056.
Повний текст джерелаNasr, A. M., W. R. Azzam, and K. E. Ebeed. "Bearing Capacity of Defective Reinforced Concrete Pile in Sand-model Study." Advances in Geological and Geotechnical Engineering Research 4, no. 3 (August 16, 2022): 1. http://dx.doi.org/10.30564/agger.v4i3.4808.
Повний текст джерелаMeyerhof, G. G., and R. D. Purkayastha. "Ultimate pile capacity in layered soil under eccentric and inclined loads." Canadian Geotechnical Journal 22, no. 3 (August 1, 1985): 399–402. http://dx.doi.org/10.1139/t85-051.
Повний текст джерелаAl-mosawe, Mosa Jawad, A’amal Abdul Ghani Al-Saidi, and Faris Waleed Jawad. "Experimental and Numerical Analysis of Piled Raft Foundation with Different Length of Piles Under Static Loads." Journal of Engineering 19, no. 5 (May 18, 2023): 543–49. http://dx.doi.org/10.31026/j.eng.2013.05.02.
Повний текст джерелаSakr, Mohammed. "Performance of helical piles in oil sand." Canadian Geotechnical Journal 46, no. 9 (September 2009): 1046–61. http://dx.doi.org/10.1139/t09-044.
Повний текст джерелаErgun, Mehmet Ufuk, and Devrim Sönmez. "Negative skin friction from surface settlement measurements in model group tests." Canadian Geotechnical Journal 32, no. 6 (December 1, 1995): 1075–79. http://dx.doi.org/10.1139/t95-105.
Повний текст джерелаYalcin, A. S., and G. G. Meyerhof. "Bearing capacity of flexible piles under eccentric and inclined loads in layered soil." Canadian Geotechnical Journal 28, no. 6 (December 1, 1991): 909–17. http://dx.doi.org/10.1139/t91-108.
Повний текст джерелаBaek, Sung-Ha, and Joonyoung Kim. "Investigation of p-y Behaviors of a Cyclic Laterally Loaded Pile in Saturated Silty Sand." Advances in Civil Engineering 2022 (December 5, 2022): 1–16. http://dx.doi.org/10.1155/2022/1811795.
Повний текст джерелаT, Aruna, K. V. S. B. Raju, and Swathi Gowda. "Experimental Investigation of piled raft foundation on Cohesionless Soil." International Journal of Research and Scientific Innovation 09, no. 02 (2022): 113–18. http://dx.doi.org/10.51244/ijrsi.2022.9207.
Повний текст джерелаOmer, Joshua, and Hasan Haroglu. "Tests on Model Piled Rafts in Sand: Measured Settlements Compared with Finite Element Predictions." Geotechnical and Geological Engineering 39, no. 4 (February 2, 2021): 3271–83. http://dx.doi.org/10.1007/s10706-020-01664-0.
Повний текст джерелаMarshall, Alec M., and Robert J. Mair. "Tunneling beneath driven or jacked end-bearing piles in sand." Canadian Geotechnical Journal 48, no. 12 (December 2011): 1757–71. http://dx.doi.org/10.1139/t11-067.
Повний текст джерелаZhu, Xiao-jun, Kang Fei, and Sheng-wei Wang. "Horizontal Loading Tests on Disconnected Piled Rafts and a Simplified Method to Evaluate the Horizontal Bearing Capacity." Advances in Civil Engineering 2018 (September 16, 2018): 1–12. http://dx.doi.org/10.1155/2018/3956509.
Повний текст джерелаLu, Shi Jie, Hua Dong Chen, Wei Chen, Tong Xiang, and Xie Feng Hong. "Model Tests of Foundation Bearing Capacity of Sandy Soil and Pile Foundation Bearing Capacity." Applied Mechanics and Materials 580-583 (July 2014): 113–17. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.113.
Повний текст джерелаSastry, V. V. R. N., and G. G. Meyerhof. "Behaviour of flexible piles under inclined loads." Canadian Geotechnical Journal 27, no. 1 (February 1, 1990): 19–28. http://dx.doi.org/10.1139/t90-003.
Повний текст джерелаZhu, Bin, Tao Li, Gen Xiong, and Jin Chao Liu. "Centrifuge model tests on laterally loaded piles in sand." International Journal of Physical Modelling in Geotechnics 16, no. 4 (December 2016): 160–72. http://dx.doi.org/10.1680/jphmg.15.00023.
Повний текст джерелаChaney, RC, KR Demars, AI Al-Mhaidib, and TB Edil. "Model Tests for Uplift Resistance of Piles in Sand." Geotechnical Testing Journal 21, no. 3 (1998): 213. http://dx.doi.org/10.1520/gtj10895j.
Повний текст джерелаJoshi, R. C., H. D. Sharma, and D. G. Sparrow. "Comparison of pile load test methods." Canadian Geotechnical Journal 26, no. 4 (November 1, 1989): 742–44. http://dx.doi.org/10.1139/t89-086.
Повний текст джерелаMeyerhof, G. G., and D. P. Ghosh. "Ultimate capacity of flexible piles under eccentric and inclined loads." Canadian Geotechnical Journal 26, no. 1 (February 1, 1989): 34–42. http://dx.doi.org/10.1139/t89-004.
Повний текст джерелаSpagnoli, Giovanni, and Cristina de Hollanda Cavalcanti Tsuha. "Review of torque models for offshore helical piles." E3S Web of Conferences 205 (2020): 12007. http://dx.doi.org/10.1051/e3sconf/202020512007.
Повний текст джерелаKong, Desen, Yifei Bai, Yongpo Chen, and Meixu Deng. "A Study on the Seismic Response Characteristics of an Oblique Pile Group-Soil-Structure with Different Pile Caps." Shock and Vibration 2019 (October 30, 2019): 1–12. http://dx.doi.org/10.1155/2019/8141045.
Повний текст джерелаKoumoto, T., G. G. Meyerhof, and V. V. R. N. Sastry. "Analysis of bearing capacity of rigid piles under eccentric and inclined loads." Canadian Geotechnical Journal 23, no. 2 (May 1, 1986): 127–31. http://dx.doi.org/10.1139/t86-022.
Повний текст джерелаAl-Saidi, A’amal Abdul Ghani. "Correction Factor for Methods of Installation of Piles Group in Sandy Iraqi Soils." Journal of Engineering 22, no. 9 (September 1, 2016): 172–81. http://dx.doi.org/10.31026/j.eng.2016.09.11.
Повний текст джерелаAltaee, Ameir, Bengt H. Fellenius, and Erman Evgin. "Load transfer for piles in sand and the critical depth." Canadian Geotechnical Journal 30, no. 3 (June 1, 1993): 455–63. http://dx.doi.org/10.1139/t93-039.
Повний текст джерелаTsuha, Cristina de Hollanda Cavalcanti, and Nelson Aoki. "Relationship between installation torque and uplift capacity of deep helical piles in sand." Canadian Geotechnical Journal 47, no. 6 (June 2010): 635–47. http://dx.doi.org/10.1139/t09-128.
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