杂志简介：《中南大学学报·社会科学版》杂志经新闻出版总署批准，自1999年创刊，国内刊号为43-1393/C，是一本综合性较强的教育期刊。该刊是一份双月刊，致力于发表教育领域的高质量原创研究成果、综述及快报。主要栏目：经济理论经与管理、文史哲、法学、政治学、外国语言研究
杂志简介：《中南大学学报·社会科学版》杂志经新闻出版总署批准，自1999年创刊，国内刊号为43-1393/C，是一本综合性较强的教育期刊。该刊是一份双月刊，致力于发表教育领域的高质量原创研究成果、综述及快报。主要栏目：经济理论经与管理、文史哲、法学、政治学、外国语言研究
作者：邹新军 杨眉 赵明华 杨小礼 刊期：2008年第S2期
To discuss the soil arching effect on the load transferring model and sharing ratios by the piles and inter-pile subsoil in the bidirectionally reinforced composite ground, the forming mechanism, mechanical behavior and its effect factors were discussed in detail. Then, the unified strength theory was introduced to s...
作者：曹文贵 刘海涛 李翔 张永杰 刊期：2008年第S2期
Based on deeply discussing the deformation mechanism of composite foundation with discrete material pile, firstly, the settlement of composite foundation in rigid foundation conditions was assumed to consist of two parts, an expanding part and an un-expanding part. Then, in view of the differences of deformation prop...
作者：苏永华 马宁 胡检 杨小礼 刊期：2008年第S2期
The origin and influence factors of sand liquefaction were analyzed, and the relation between liquefaction and its influence factors was founded. A model based on support vector machines (SVM) was established whose input parameters were selected as following influence factors of sand liquefaction: magnitude (M), the ...
作者：陈昌富 杨宇 肖淑君 周志军 刊期：2008年第S2期
The calculation of residual settlement of bidirectional reinforced composite foundation, which is composed of geocell cushion over gravel piles, was studied. The geocell cushion was modeled as a thin flexible plate with large deflection. Based on the Kirchhoff hypothesis, the governing differential equations and boun...
作者：杨小礼 王金明 刊期：2008年第S2期
Numerical simulation using finite differential code was conducted for the single line railway and four-lane road shallow tunnels subjected to unsymmetrical pressure. The mechanical behavior of weak rock mass was studied considering the influences of stress dilatancy on the failure mechanisms, and the results of numer...
作者：邹金锋 罗恒 杨小礼 刊期：2008年第S2期
Effective depth of dynamic compaction was summarized, and the advantages of dynamic compaction technology of effective depth were analyzed elaborately. The formula determining the reinforcement depth was deduced by using dimensional analysis method. The influential factors of hammer weight, hammer area, dry density o...
作者：蒋冲 赵明华 曹文贵 刊期：2008年第S2期
According to the engineering features of subgrade cave roof in karst region, the clamped beam model of subgrade cave roof in karst region was set up. Based on the catastrophe theory, the cusp catastrophe model for bearing capacity of subgrade cave roof and safe thickness of subgrade cave roof in karst region was esta...
作者：陈秋南 赵明华 周国华 张主华 刊期：2008年第S2期
CFG pile (i.e., pile constructed by granular materials of cement, fly-ash and gravel) composite foundation is applied in subsoil treatment widely and successfully. In order to have a further study of this kind of subsoil treatment technology, the influencing factors and calculation methods of the vertical bearing cap...
作者：刘建华 袁剑波 熊虎 陈伟 刊期：2008年第S2期
High liquid limit soil generally adopted in expressway embankment construction of southern mountains, which often expresses some characteristics including high moisture content, high porosity ratio, low permeability, high compressibility, certain disintegration, and so on. Spring soil phenomenon and inhomogeneous com...
作者：周德泉 赵明华 刘宏利 周毅 严聪 刊期：2008年第S2期
The geological behaviors of wet outflow deposition fly ash were investigated, including the feature of in-situ single and even bridge cone penetration test (CPT) curves, the change of the penetration parameters and vane strength with the increase of depth and the difference of the penetration resistance on and down t...
作者：贺炜 王桂尧 王泓华 刊期：2008年第S2期
To study calculating method of settlement on top of extra-long large-diameter pile, the relevant research results were summarized. The hyperbola model, a nonlinear load transfer function, was introduced to establish the basic differential equation with load transfer method. Assumed that the displacement of pile shaft...
作者：郑刚 魏少伟 刊期：2008年第S2期
The response of existing tunnel due to overlying excavation was studied using 2D FEM (Finite element method). Three typical locations of tunnel with respect to excavation, namely at the central line under the excavation bottom, directly under the base of diaphragm wall and outside of diaphragm, were considered. The v...
作者：姜岩 雷华阳 郑刚 徐舜华 刊期：2008年第S2期
An improved damaging model formulated within the framework of bounding surface for structured clays was proposed. The model was intended to describe the effects of structure degradation due to geotechnical loading. The predictive capability of the model was compared with those of triaxial compression test on Tianjin ...
作者：刁钰 郑刚 刊期：2008年第S2期
A plane strain finite element model was established to investigate the effect of friction between diaphragm wall and soil on braced excavation. The behavior of interface between diaphragm wall and soil was simulated with the interface model of ABAQUS. Parametric studies were conducted with different diaphragm wall ex...
作者：荆志东 刘力 郑刚 姜岩 刊期：2008年第S2期
A finite difference numerical method was adopted to evaluate the pile lateral behavior of pile supported embankment. A published case history was used to verify the proposed methodology. By simulating the case history, the determination of parameters needed were verified. Then three embankments constructed on differe...
影响因子：1.87
期刊级别：省级期刊
发行周期：月刊
影响因子：1.44
期刊级别：CSSCI南大期刊
发行周期：月刊
影响因子：0.07
期刊级别：省级期刊
发行周期：旬刊
影响因子：--
期刊级别：部级期刊
发行周期：周二刊
影响因子：0.25
期刊级别：省级期刊
发行周期：周二刊
影响因子：0.18
期刊级别：部级期刊
发行周期：旬刊
影响因子：--
期刊级别：省级期刊
发行周期：周刊
影响因子：1.17
期刊级别：部级期刊
发行周期：半月刊
影响因子：--
期刊级别：部级期刊
发行周期：月刊
影响因子：0.18
期刊级别：省级期刊
发行周期：月刊
影响因子：--
期刊级别：省级期刊
发行周期：周刊
影响因子：1.46
期刊级别：CSSCI南大期刊
发行周期：月刊