Effects of preloading with consolidation on undrained bearing capacity of skirted circular footings (vol 65, pg 231, 2015)

Fu D.; Gaudin C.; Tian Y.; Bienen B.; Cassidy M. J.

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Effects of preloading with consolidation on undrained bearing capacity of skirted circular footings (vol 65, pg 231, 2015)

机译：固结预压对裙式圆形基础不排水承载力的影响（第65卷，第231页，2015年）

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《Geotechnique》 |2017年第4期|371-371|共1页
作者
Fu D.; Gaudin C.; Tian Y.; Bienen B.; Cassidy M. J.;
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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
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1. Effects of preloading with consolidation on undrained bearing capacity of skirted circular footings [J] . Fu D., Gaudin C., Tian C., Geotechnique . 2015,第3期

机译：固结预压对裙式圆形地基不排水承载力的影响
2. Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles [J] . Zeydi H., Boushehrian A. H. Iranian Journal of Science and Technology, Transactions of Civil Engineering . 2020,第3期

机译：无透散砂桩层状土壤圆形脚梯承载力的实验与数值研究
3. Seismic bearing capacity of strip footing above an unsupported circular tunnel in undrained clay [J] . Debarghya Chakraborty, Avdhut S. Sawant International journal of geotechnical engineering . 2017,第1期

机译：不排水黏土中无支撑圆形隧道上方条形基础的抗震承载力
4. Bearing capacity of circular skirted footing on clay soil [C] . A B Listyawan, Renaningsih, N Kusumaningtyas International Conference on Engineering and Applied Technology . 2018

机译：圆形跨越粘土土壤承载力
5. Bearing capacity and settlement behaviour of footings subjected to static and seismic loading conditions in unsaturated sandy soils. [D] . Mohamed, Fathi Mohamed Omar. 2014

机译：在非饱和砂土中承受静力和地震载荷的基础的承载力和沉降特性。
6. Bearing capacity of shell strip footing on reinforced sand [O] . W.R. Azzam, A.M. Nasr 2015

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7. Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading [O] . Vulpe, Cristina, Gourvenec, Susan M., Cornelius, Alexander F. 2017

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8. Effects of Anisotropic Versus Isotropic Consolidation in Consolidated-Undrained Triaxial Compression Tests of Cohesive Soils. [R] . donaghe,robert t. townsend,frank c. 1975

机译：各向异性与各向同性固结在粘性土固结不排水三轴压缩试验中的作用。

Effects of preloading with consolidation on undrained bearing capacity of skirted circular footings (vol 65, pg 231, 2015)

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