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Response of normally consolidated kaolin clay under irregular cyclic loading and comparison with predictions from the accumulation procedure

机译：在不规则循环载荷下通常固结高岭土粘土的响应及与累积程序预测的比较

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D. Zografou; S. Gourvenec; C. D. OLoughlin;
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1. Response of normally consolidated kaolin clay under irregular cyclic loading and comparison with predictions from the accumulation procedure [J] . Zografou D., Gourvenec S., OLoughlin C. D. Geotechnique . 2019,第2期

机译：正常固结高岭土在不规则循环荷载下的响应及与堆积过程预测的比较
2. Centrifuge modeling of single pile response due to lateral cyclic loading in kaolin clay [J] . Zhang Yuting, Ng Charles W. W. Marine Georesources & Geotechnology . 2017,第7a8期

机译：高岭土粘土横向循环载荷引起的单桩应答的离心模型
3. Undrained Cyclic Response of K_0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions [J] . K. Pan, X. M. Liu, Z. X. Yang, Journal of geotechnical and geoenvironmental engineering . 2021,第8期

机译：在车轮装载条件下K_0综合僵硬的白垩克粘土的不涉及环状响应
4. The Response of Suction Caissons in Normally Consolidated Clays to Cyclic TLP Loading Conditions [C] . E. C. Clukey, M. J. Morrison, J. Gamier, Offshore technology conference . 2019

机译：正常固结粘土中的吸力沉箱对循环TLP荷载条件的响应
5. Effect of heating on swelling, consolidation and strength of kaolin and bentonite clays. [D] . Ghazal, Mohammad Azzam Sobhj. 1992

机译：加热对高岭土和膨润土的膨胀，固结和强度的影响。
6. Rigorous solution for 1-D consolidation of a clay layer under haversine cyclic loading with rest period [O] . Nina Müthing, Sabah S. Razouki, Maria Datcheva, -1

机译：休士顿循环荷载下静止期粘土层一维固结的严格解
7. Rigorous solution for 1-D consolidation of a clay layer under haversine cyclic loading with rest period [O] . Nina Müthing, Sabah S. Razouki, Maria Datcheva, 2016

机译：休士顿循环荷载下静止期粘土层一维固结的严格解
8. Engineering Properties of Clay Shales. Report 4. Laboratory and Computational Procedures for Predictions of Pore Pressures in Clay Shale Foundations [R] . Leavell, D. A., Peters, J. F., Townsend, F. C. 1982

机译：粘土页岩的工程特性。报告4.粘土页岩基础中孔隙压力预测的实验室和计算程序

Response of normally consolidated kaolin clay under irregular cyclic loading and comparison with predictions from the accumulation procedure

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