Pile foundation analysis and design using experimental data and 3-D numerical analysis

Capacity based design of pile foundations limits the soil-structure interaction mechanism to group bearing capacity estimation, neglecting, in most cases, the contribution of the raft. On the other hand, a straightforward, nonlinear, 3-D analysis, accounting for soil and structural nonlinearities and the effects arising from pile–soil–pile interaction, would be extremely high CPU-time demanding and will necessitate the use of exceptionally powerful numerical tools. With the aim of investigating the most efficient, precise, and economical design for a bridge foundation, a hybrid method, compatible with the notion of sub-structuring is proposed. It is based on both experimental data and nonlinear 3-D analysis. The first step to achieve these targets is a back-analysis of a static pile load test, fitting values for soil shear strength, deformation modulus, and shear strength mobilization at the soil–pile interface. Subsequently, the response of 2 × 2 and 3 × 3 pile group configurations is numerically established and the distribution of the applied load to the raft and the characteristic piles is discussed. Finally, a design strategy for an optimized design of pile raft foundations subjected to non-uniform vertical loading is proposed.     

Deformation analysis of geocell reinforcement using Winkler model

Geocell reinforcement has been increasingly applied to embankment engineerings. Deformation calculation is one of the major concerns during the design process. Using Winkler foundation model and with consideration of the interface resistance effect, a deformation control differential equation for the geocell reinforced mattress under the vertical symmetric loads is presented in this paper. The corresponding power-series semi analytic solutions for the displacements and the internal forces of geocell reinforcement are also presented. Furthermore, the influence factors such as loads, length and flexural rigidity of geocell reinforcement, coefficient of subgrade reaction and the interface resistance on the stress-deformation characteristic of geocell reinforcement are discussed. Finally, two examples are employed to verify the presented method. This study suggests that the effect of the interface resistance on the deformation of geocell reinforcement should be considered in engineering design.     

翡翠估价前期的数据量化

翡翠评估具有现实性、市场性以及预测性等特点,而传统的评估方法主要依赖评估人员的经验,其主观随意性较大,难以保证评估结果的客观性与公正性。针对翡翠价格与其质量因素之间的复杂、不确定关系,提出了运用特尔斐法判定各权重之间的关系,并利用数学方法计算各质量因素之间的权重,以减少因评估人员的主观因素而造成评估结果的偏差。该方法能迅速、准确、公正地对翡翠估价前期的数据进行量化处理。     

南岭地区前震旦纪基底特征及其对铀成矿的贡献

南岭地区是我国很重要的铀矿产地,该区是否存在前震旦纪基底一直的是研究的热点。本在大量野外调查和室内分析的基础上,厘定了南岭地区前震旦纪基底的存在,详细论述了前震旦纪基底地层——寻乌岩组的地球化学特征,分析了寻乌岩组成岩环境及其对铀成矿的贡献,为南岭地区富大铀矿的寻找提供依据。     

巴东北部地区地表水的环境化学特征及水质评价

对巴东北部地区地表水的环境化学特征进行了初步研究,并且定量分析了此区域的水质.研究表明,该地区地表水属于典型的碳酸盐地表水,元素含量都处于低水平,没有明显的重金属污染,测定7个水样中的元素含量的平均值可以作为巴东北部地区地表水的背景值.     

惠民凹陷南坡煤型气有效供气中心分析

惠民凹陷南坡石炭－二叠系煤层分布广泛,厚度较大,为一套以潮坪－泻湖沉积为主的海陆交互相地层,其有机质属浅沼森林有机相和深沼芦苇有机相。生气模拟实验表明,太原组和山西组煤岩生气潜力分别达150mL/g有机碳和110mL/g有机碳,煤型气源岩经历了复杂的热演化过程,其有效二次生气时期为早第三纪至今,门限温度135℃,对应的埋深入4000m,有效供气中心位于济阳地堑东部和曲堤地垒东段, 生气强度一般达到（20－40）×10^8m^3/km^2。位于主导运聚方向上的曲堤地垒东段是今后勘探的重点目标。     

内力线定性描绘应力场方法及其在地质构造研究中的应用

为了简化地质构造力学分析，本文探讨了用内力线来描绘应力场的方法，仿照用磁力线描绘磁场的做法，约定以从外力作用点，支承点等处发出的一族主应力迹线为代表内力传递路径的“内力线”，根据弹性理论绘制了部分简单应力场的内力线图，阐述了以简单应力场内力线图为基础绘制复杂应力场内力线图并对之进行分析的方法，同时，文中还对这一方法在山字型构造体系和断裂等板内构造应力场分析，隐伏或未知构及地质的推测，地震预报等方面的应用做了尝试。     

孔隙水压力静力触探动态贯入过程的有限元模拟

孔隙水压力静力触探作为一种新型的土体勘测技术已被广泛应用,但是,其机理的研究尚存在很大的不足。笔者系统分析了孔压触探的贯入特征,提出了“孔隙水压力体积基准值”的概念,借此推导出用土体体积变形量计算超孔隙水压力的公式。在此基础上,用轴对称有限单元法模拟探头的动态贯入过程,揭示应力－应变的变化特征,寻找超孔隙水压力生成与消散的规律,对孔压触探的机理进行了研究。     

软基侧向变形对邻近桥台及桩基的影响和防治

基于非线性粘弹性理论,描述了土体的蠕变特性,并对某小桥桥台挡板开裂原因进行分析,同时对修建在软土中桩基与土、桥台及台背填土的相互作用进行了有限元计算,得出软土侧向挤出是挡板开裂原因的结论。对加铺地基梁的加固效果进行了计算,提出用改变工序来减少土体侧向挤出的方法,对用修建浅平基础代替桩基的工程效果进行有限元计算,论证了使用浅平基础的可行性。     

地下水化学动力学基本理论在矿井水文地质中的应用

根据西峪煤矿水化学及相关水文地质资料,运用地下水化学动力学的基本理论和方法,对西峪煤矿奥陶系峰峰组岩溶含水层水文地质条件进行了定量评价,从而划分出了含水层的强、弱径流带,为煤矿的安全生产提供了依据。