Calculation of foundation settlement on a overconsolidated base [PDF]
MATEC Web of Conferences, 2018 The article presents experimental and theoretical bases of overconsolidated soils deformation. The effect of preliminary soil compaction on its deformation under conditions of compression is shown.
Ter-Martirosyan Armen, Luzin Ivan
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Compression Law and Settlement Calculation Method of Over-Wet Soil Based on Large Samples
Applied Sciences (Switzerland)Previous studies have shown that over-wet soil is challenging to compact and exhibits large creep deformation. The consolidation test of small specimens cannot accurately reflect the compression law, and creep is underestimated owing to size effects ...
Ruiling Feng, Jiangxin Liu
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Calculation of the foundation settlement during compensation grouting [PDF]
E3S Web of Conferences, 2019 The article presents the issue of correctly calculating the SSC of the foundation bases in the process of compensation grouting. It is shown that the numerical calculation should be performed in two versions: hydrostatic pressure and rear volume strain ...
Luzin Ivan, Ermoshina Lyubov
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Discussion on Calculation Method of Soft Soil Foundation Settlement in Guangdong-Hong Kong-Macao Greater Bay Area [PDF]
E3S Web of Conferences, 2023 The modulus of compressibility of muddy soil in Dawan District is low, and the equivalent value of modulus of compressibility within the calculated depth range of foundation settlement is generally less than 2.5MPa, which exceeds the value range of ...
Chen Junjie +6 more
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Improved method for calculating settlement of pile foundations and case studies
Yantu gongcheng xuebao, 2023 Based on the test results of 153 field test piles, various complicated and different shaft resistance distributions under working loads (characteristic values of bearing capacity of piles) are generalized into four types: regular trapezoid, cone head ...
WANG Tao 1, 2, 3, 4, ZHAO Zhipeng 1, 2, 3, 4, CHU Zhuo 1, 2, 3, 4, WANG Xu 5
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Calculation of settlement of pile foundation based on conceptualization of pile shaft resistance
Yantu gongcheng xuebao, 2021 Based on the conceptualization of pile shaft resistance, the method of Mindlin's solution to calculate the settlement of pile group foundation is studied.
WANG Tao 1, 2, 3, LIU Jin-li 1, 2, 3, CHU Zhuo 1, 2, 3, WANG Xu 1, 2, 3
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Non-linear settlement calculation method based on soil parameters obtained from pressuremeter tests
Yantu gongcheng xuebao, 2020 In the conventional calculation method for foundation settlement, there is a certain error between the calculation parameters determined by laboratory tests and the actual soil parameters, which leads to a large difference between prediction and reality.
ZHANG Yu-cheng 1, HU Hai-ying 1, YANG Guang-hua 2, 3, ZHONG Zhi-hui 2, LIU Qiong 4, LIU Xiang-yu 5
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Study on optimization of pouring time for late poured band
Frontiers in Built Environment, 2023 The setting of the late poured band is an effective measure to control the differential settlement and the stress concentration of the foundation.
Liang Xie +5 more
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Study on Calculation Method of Foundation Nonlinear Settlement Based on In Situ Loading Test
Geofluids, 2023 In this paper, a nonlinear deformation modulus method is proposed for foundation settlement calculation. In the proposed method, the nonlinear deformation modulus under different stress levels is obtained from the load-settlement curve of in situ loading
Yong Wen, Guanghua Yang, Zhihui Zhong
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Analysis of deformation characteristics of layered ground under uniform load [PDF]
E3S Web of Conferences, 2021 For the layered ground in a large area, the deformation under uniform load is analyzed numerically. Considering the work property of the concrete plane, the uneven settlement is strictly restrained using different foundation. In the process of settlement
Xu Binbin
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