CLOG 发表于 2025-3-21 19:02:56

书目名称Sustainability Issues for the Deep Foundations影响因子(影响力)<br>        http://figure.impactfactor.cn/if/?ISSN=BK0882802<br><br>        <br><br>书目名称Sustainability Issues for the Deep Foundations影响因子(影响力)学科排名<br>        http://figure.impactfactor.cn/ifr/?ISSN=BK0882802<br><br>        <br><br>书目名称Sustainability Issues for the Deep Foundations网络公开度<br>        http://figure.impactfactor.cn/at/?ISSN=BK0882802<br><br>        <br><br>书目名称Sustainability Issues for the Deep Foundations网络公开度学科排名<br>        http://figure.impactfactor.cn/atr/?ISSN=BK0882802<br><br>        <br><br>书目名称Sustainability Issues for the Deep Foundations被引频次<br>        http://figure.impactfactor.cn/tc/?ISSN=BK0882802<br><br>        <br><br>书目名称Sustainability Issues for the Deep Foundations被引频次学科排名<br>        http://figure.impactfactor.cn/tcr/?ISSN=BK0882802<br><br>        <br><br>书目名称Sustainability Issues for the Deep Foundations年度引用<br>        http://figure.impactfactor.cn/ii/?ISSN=BK0882802<br><br>        <br><br>书目名称Sustainability Issues for the Deep Foundations年度引用学科排名<br>        http://figure.impactfactor.cn/iir/?ISSN=BK0882802<br><br>        <br><br>书目名称Sustainability Issues for the Deep Foundations读者反馈<br>        http://figure.impactfactor.cn/5y/?ISSN=BK0882802<br><br>        <br><br>书目名称Sustainability Issues for the Deep Foundations读者反馈学科排名<br>        http://figure.impactfactor.cn/5yr/?ISSN=BK0882802<br><br>        <br><br>

他日关税重重 发表于 2025-3-21 23:16:05

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膝盖 发表于 2025-3-22 01:24:22

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Pelvic-Floor 发表于 2025-3-22 05:50:05

Negative Skin Friction Distribution on a Single Pile - Numerical Analysis,g the results obtained from the primary consolidation with different field tests. A parametric study of the surcharge load will be conducted then to examine the change in negative skin friction (NSF) distribution. Graphs will be obtained showing the relation between loading and changing in the neutral plane location (NPL).

健忘症 发表于 2025-3-22 10:05:44

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opinionated 发表于 2025-3-22 14:54:40

Analytical Approaches to Predict Pile Settlement in London Clay,conjunction with simple analytical tools to attempt a quantification of performance uncertainty. Data from a series of previously published axial load tests on piles in London Clay is employed to this end. The methodology developed in this paper can arguably be expanded to a wider range of test sites and geological materials.

BULLY 发表于 2025-3-22 18:23:11

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scoliosis 发表于 2025-3-22 21:13:04

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斗争 发表于 2025-3-23 03:23:50

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Arbitrary 发表于 2025-3-23 07:06:31

Response of Four Pile Group Subjected to Eccentric Loading, eccentric loading on the foundation may cause the structure to tilt/rotate. Serviceability and safety of these structures depend mainly on responses of the piles and the soil while resisting moment loading. In case of structures resting on the soft soil, the foundations are often rigid and stabilit
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查看完整版本: Titlebook: Sustainability Issues for the Deep Foundations; Proceedings of the 2 Hesham El-Naggar,Khalid Abdel-Rahman,Hany Shehata Conference proceedin