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Article
A multi-objective DCP model for bi-level resource-constrained project scheduling problems in grounding grid system project under hybrid uncertainty
Since more elements are involved in the construction projects, the decision making process of Resource-constrained Project Scheduling Problems (RCPSP) cannot be determined by a manager, but multiple level deci...
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Article
Group effect of dragload in pile groups embedded in consolidating soil under embankment load
In this paper, model tests and numerical simulations on 3 × 3 pile group embedded in consolidating soil under embankment load with different pile spacings are carried out. Single pile and 2 × 2 pile group are ...
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Article
Separate-ice frost heave model for one-dimensional soil freezing process
For one-dimensional soil freezing process, a separate-ice frost heave model is established, and the coupled process of heat transfer, fluid flow and stress development is considered in the model. First, a coup...
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Article
An Approach Integrating Dimensional Analysis and Field Data for Predicting the Load on Tunneling Machine
The forecast of machine performance has been widely discussed in recent years, where accurate predictions with common regularity could reduce costs and achieve time-efficient construction. This study uses the ...
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Article
Seismic Analysis for Nuclear Power Safety Related Bridge
For the first time in China’s nuclear power industry, an in-plant emergency access bridge is proposed to be constructed. This bridge inside the nuclear power plants will serve as an important emergency evacuat...
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Article
Influence of Wet-Dry Cycles on Uniaxial Compression Behavior of Fissured Loess Disturbed by Vibratory Loads
In this study, the influence of wet-dry cycles on the uniaxial compression behavior of fissured loess after vibration was investigated by small shaking table tests, wet-dry tests, and uniaxial compression test...
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Article
Law and Early Warning of Vertical Sluice Cluster Displacements in Soft Coastal Soil
The vertical displacement, which is the product of natural sources and human activities, is the key factor affecting the sluice safety. This study provides a systematic approach used for analyzing the law and ...
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Article
A Novel Model for Mechanics and Safety Calculation of Pipe Roof Based on the Load Transfer Mechanism
A novel model is created in this paper to realize the systematic evaluation of the mechanical properties and construction safety of the pipe roof support system. The pipe roof is split into supported area, unl...
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Article
Field tests on behavior of the surrounding soil during helical piles installation in silty clay
Helical piles can be classified as partial displacement piles in terms of moderate advancement rate. However, its installation effect on surrounding soil is unclear. This study presented four field tests on th...