culinary
发表于 2025-3-21 17:33:39
书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0665689<br><br> <br><br>书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0665689<br><br> <br><br>书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0665689<br><br> <br><br>书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0665689<br><br> <br><br>书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0665689<br><br> <br><br>书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0665689<br><br> <br><br>书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0665689<br><br> <br><br>书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0665689<br><br> <br><br>书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0665689<br><br> <br><br>书目名称New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0665689<br><br> <br><br>
SEVER
发表于 2025-3-21 23:00:43
Study on Low-Strength Biocemented Sands Using a Temperature-Controlled MICP (Microbially Induced Caes a more environmentally way to enhancing the soil strength and stiffness by the MICP process in the soil pores. However, the spatial uniformity of MICP in the treated sands, which determines the effectiveness of MICP technique, remains a challenging issue even in the laboratory tests, especially f
不出名
发表于 2025-3-22 04:07:54
Curing Behaviour of Lightly Solidified Clays Monitored with Bender Element and Electrical Conductiv can be adopted for reclaimed land backfilled with dredged marine sediments recovered from the surrounding waters. Pre-treatment like solidification is a time-dependent process, where the improved stiffness over curing or rest period determines how soon the reclaimed land can be utilized. In the pre
sperse
发表于 2025-3-22 07:27:27
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不能平静
发表于 2025-3-22 12:13:06
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软弱
发表于 2025-3-22 14:25:01
Impact Analysis of Metro Tunnel Construction on Groundwater Flow in Nanchang, China,e a significant impact on the groundwater flow. This paper aims to construct a hydrogeological conceptual model after analyzing the hydrogeological conditions of the target area. Accordingly, the numerical simulations of the groundwater flow of the target area were conducted by applying the GMS soft
范例
发表于 2025-3-22 21:05:36
Boundary Effects of Pile Cap on the Integrity Testing of Group Piles,es. However, for existing piles with pile cap, previous studies have shown that the stress-wave reflected from the boundaries of pile cap may cause difficulties in determining their integrity. In this paper, the boundary effects of pile cap on the signal of PITs were studied by numerical simulation
ARC
发表于 2025-3-22 22:18:24
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Countermand
发表于 2025-3-23 03:40:30
Mechanical and Deformation Properties of Deep Foundation Pit Supporting System Subjected to Asymmets foundation pit subjected to asymmetric loadings. The mechanical characteristics of retaining structure with the influence of asymmetric loadings are quite different from that with the influence of symmetric ones. Currently, the relevant code doesn’t present a detailed method for supporting system
Invigorate
发表于 2025-3-23 09:35:56
Modelling Linear Viscoelastic Behaviour of Kanpur Local Soil Using Prony Series, Parameter Fitting, parameter fitting. The time dependent stress-strain test data (creep data) of soil is used to evaluate the prony-series parameters adopting the method of nonlinear least squares fit. This paper presents the extraction of prony-series parameters of local soil collected from the geotechnical in-situ