位置：成果数据库 > 期刊 > 期刊详情页
Engineering properties of recycled Calcium Carbide Residue stabilized clay as fill and pavement mate
  • ISSN号：0950-0618
  • 期刊名称：Construction and Building Materials
  • 时间：2013.9.9
  • 页码：203-210
  • 相关项目：含水层地下水渗流阻挡效应及其对地下结构工程性状的影响
作者： Kampala, Apichit|Horpibulsuk, Suksun|Chinkullijniwat, Avirut|Shen, Shui-Long|
同期刊论文项目
含水层地下水渗流阻挡效应及其对地下结构工程性状的影响
期刊论文 35 会议论文 7 专利 3
同项目期刊论文
Experimental investigation of influence of acid rain on leaching and hydraulic characteristics of ce
A numerical approach for predicting shakedown limit in ratcheting behavior of materials
An Approach to Evaluate Hydraulic Conductivity of Soil Based on CPTU Test
Leaking behavior of shield tunnels under the Huangpu River of Shanghai with induced hazards
Investigation of field-installation effects of horizontal twin-jet grouting in Shanghai soft soil de
Modelling the cutoff behavior of underground structure in multi-aquifer-aquitard groundwater system
Strength development in clay-fly ash geopolymer
Evaluation of allowable withdrawn volume of groundwater based on observed data
Long-term settlement behavior of ground around shield tunnel due to leakage of water in soft deposit
LONG-TERM BEHAVIOR OF THE METRO TUNNEL IN The Soft Deposit of SHANGHAI
Analysis of urbanisation-induced land subsidence in Shanghai
Field performance of underground structures during shield tunnel construction
路面热平衡过程中下沉式道路结构应力及影响因素的数值分析
Field Evaluation on the Strength Increase of Marine Clay under Staged Construction of Embankment
水平旋喷加固盾构进出洞口三维有限元分析
地下结构对含水层挡水作用的室内试验研究
上海市城市化进程引起的地面沉降因素分析
地下构筑物对地下水渗流的阻挡效应
Jet Grouting with a Newly Developed Technology: The Twin-Jet Method
水泥混合上海黏土pH值和电导率与强度特性研究
A field trial of horizontal jet grouting using the composite-pipe method in the soft deposits of Sha
Interpretation of increased deformation rate in aquifer IV due to groundwater pumping in Shanghai
A Design Approach for the Interior Anchorage Zone of Post-tensioned Concrete Structure
软土地区基坑降水对下方越江隧道的影响
基于圆形断面自由紊动射流理论的旋喷桩直径计算方法
考虑注浆压力的顶管施工引起土体变形计算方法
基桩对含水层渗流阻挡作用效应研究
基于孔压静力触探确定土体的渗透系数