Model tests on bearing characteristics of pile foundation in expansive soil foundation under vertical loadings
ZHANG Ming-yuan1, 2, WANG Cheng1, 2, QIAN Jian-gu1, 2
1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
Abstract:Based on the self-developed multi-directional load system for piles a series of model tests are carried out to study the behaviors of compressive and uplift loaded piles in expansive soils with two states of optimal water content and full saturation. The test results show that the change of water content of expansive soils has more significant influences on the behaviors of compression piles than those of tension piles, but more considerable on the deformation of tension piles. The ultimate bearing capacity of compression piles are always greater than that of tension piles. With the increase of water content, the ultimate skin frictions of compression piles and tension piles both decrease, but the ultimate skin friction under uplift load is obviously smaller than that under downward compressive load. Under different water contents, the ultimate skin friction of compressive piles is parabolically distributed, while that of uplift piles is linearly distributed. This is due to the fact that the displacement of the top of the tension piles is larger than that of the compression piles when the pressure piles and the uplift piles reach the ultimate bearing capacity, which makes the deep side friction of the tension piles play more fully. With the increase of water content, the ultimate bearing capacities of compression piles and tension piles decrease significantly, and the decrease of compression piles are even greater, but the ultimate bearing capacity of compression piles are always larger than that of tension piles.
张明远, 王成, 钱建固. 竖向荷载下膨胀土桩基承载室内模型试验[J]. 岩土工程学报, 2019, 41(S2): 73-76.
ZHANG Ming-yuan, WANG Cheng, QIAN Jian-gu. Model tests on bearing characteristics of pile foundation in expansive soil foundation under vertical loadings. Chinese J. Geot. Eng., 2019, 41(S2): 73-76.
[1] 孙长龙, 殷宗泽, 王福升, 等. 膨胀土性质研究综述[J]. 水利水电科技进展, 1995(6): 10-14. (SUN Chang-long, YIN Zong-ze, WANG Fu-sheng, et al.The summarizing statement properties of expansive soils[J]. Water Resources and Hydropower Engineering, 1995, 15(6): 10-14. (in Chinese)) [2] 刘特洪. 工程建设中的膨胀土问题[M]. 北京: 中国建筑工业出版社, 1997. (LIU Te-hong.Problems of expansive soil in engineering construction[M]. Beijing: China Construction Industry Press, 1977. (in Chinese)) [3] 刘涛, 王勇, 孙吉主, 等. 吸湿环境下膨胀土与桩接触面强度特性试验研究[J]. 岩土工程学报, 2015, 37(增刊1): 161-166. (LIU Tao, WANG Yong, SUN Ji-zhu, et al.Experimental study on pile-soil interface strength of expansive soil under environment of moisture absorption[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(S1): 161-166. (in Chinese)) [4] 缪林昌, 仲晓晨, 殷宗泽. 膨胀土的强度与含水量的关系[J]. 岩土力学, 1999, 20(2): 71-75. (MIAO Lin-chang, ZHONG Xiao-chen, YIN Zong-ze.The relationship between strength and water content of expansive Soil[J]. Rock and Soil Mechanics, 1999, 20(2): 71-75. (in Chinese)) [5] POULOS H G, XU K J.3-D elastic analysis of vertical piles subjected to “passive” loadings[J]. Computers & Geotechnics, 2001, 28(5): 349-375. [6] NELSON J D, THOMPSON E G, SCHAUT R W, et al.Closure of "design procedure and considerations for piers in expansive soils"[J]. Journal of Geotechnical & Geo- environmental Engineering, 2014, 140(8): 07014019. [7] 程永锋, 邵晓岩, 朱全军. 我国输电线路基础工程现状及存在的问题[J]. 电力建设, 2002, 23(3): 32-34. (CHENG Yong-feng, SHAO Xiao-yan, ZHU Quan-jun.Current situation of foundation works and existing problems for transmission lines in China[J]. Electric Power Construction, 2002, 23(3): 32-34. (in Chinese))