New Theory and Simulating Method of Calculating the Subsidence of Soft Ground under Highways

XIE Yong-li; LIU Bao-jian

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XIE Yong-li, LIU Bao-jian. New Theory and Simulating Method of Calculating the Subsidence of Soft Ground under Highways[J]. Journal of Traffic and Transportation Engineering, 2001, 1(3): 32-36.

Citation:

XIE Yong-li, LIU Bao-jian. New Theory and Simulating Method of Calculating the Subsidence of Soft Ground under Highways[J]. Journal of Traffic and Transportation Engineering, 2001, 1(3): 32-36.

XIE Yong-li, LIU Bao-jian. New Theory and Simulating Method of Calculating the Subsidence of Soft Ground under Highways[J]. Journal of Traffic and Transportation Engineering, 2001, 1(3): 32-36.

Citation:

XIE Yong-li, LIU Bao-jian. New Theory and Simulating Method of Calculating the Subsidence of Soft Ground under Highways[J]. Journal of Traffic and Transportation Engineering, 2001, 1(3): 32-36.

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New Theory and Simulating Method of Calculating the Subsidence of Soft Ground under Highways

School of Highway, Chang′an University, Xi′an 710064, China

Received Date: 2001-03-20
Publish Date: 2001-09-25

Abstract

Abstract

Through the analysis of the theory and the test results of the saturated soft soil, the authors put forward a new theory and simulating method for calculating the subsidence of soft ground, which can consider the relations of loading, subsidence and time. The theory and the mechod can be utilized to calculate the subsidence during and after the construction to control the strength of the back filed soil.
- soft ground under highway,
- consolidated subsidence,
- simulating

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References(7)

References

[1]	沈珠江. 软土工程特性和软土地基设计[J]. 岩土工程学报, 1998, (1). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC801.024.htm
[2]	魏汝龙. 从实测沉降过程推算固结系数[J]. 岩土工程学报, 1993, (2). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC199302001.htm
[3]	施建勇. 考虑损伤的软土地基变形分析[J]. 岩土工程学报, 1998, (3).
[4]	魏汝龙. 软粘土的工程性状[J]. 土木工程学报, 1986, (3). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC198603006.htm
[5]	陈宗基. 随时间而变的侧压力和泊桑比的测定[J]. 岩土工程学报, 1981, (3). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC198103003.htm
[6]	李作勤. 影响粘土静止侧压力的一些问题[J]. 岩土力学, 1995, (1). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX501.001.htm
[7]	李冰河. 变荷载下软粘土非线性一维固结半解析解[J]. 岩土工程学报, 1999, (3). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC903.006.htm