Titlebook: New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures; Proceedings of the 5 Hadi Khabbaz,Heejung Youn,Mounir Bouassida

culinary

書(shū)目名稱New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures影響因子(影響力)




書(shū)目名稱New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures影響因子(影響力)學(xué)科排名




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書(shū)目名稱New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




書(shū)目名稱New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures被引頻次




書(shū)目名稱New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures被引頻次學(xué)科排名




書(shū)目名稱New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures年度引用




書(shū)目名稱New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures年度引用學(xué)科排名




書(shū)目名稱New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures讀者反饋




書(shū)目名稱New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures讀者反饋學(xué)科排名

SEVER

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

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

不能平靜

軟弱

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

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

Countermand

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

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