某天然气井场填方滑坡治理过程分析及效果评价

某天然气井场坐落于一填方平台,由于土体填方施工时未达固结,致使该天然气井场3次发生滑坡灾害,并3次进行治理。采用的治理方案依次为地面排水 注浆加固 抗滑桩、抗滑桩 挡土墙加固、微型组合抗滑桩。在阐述该天然气井场填方滑坡特点的基础上,对治理工程及其效果进行了分析。     

真空预压处理高黏粒吹填土的物理化学指标

大连海港常采用高黏粒吹填土作为吹淤造陆工程土料,但高黏粒吹填土的黏粒含量大,真空预压处理地基时竖向排水体四周常常被黏粒淤堵,延误工程进度。为深入研究该类吹填土工程地质特性,基于室内物理模型采用80 kPa真空预压技术处理高黏粒吹填土,针对淤堵难题进行分析。通过测试土体的物理化学参数,建立含水率、易溶盐总量、钠离子含量、酸碱度、阳离子交换量、有机质含量等物理化学指标的特征分布曲线。结果表明：80 kPa真空预压处理的高黏粒吹填土含水率与易溶盐总量、酸碱度等化学指标呈反比;竖向排水体四周吹填土的易溶盐含量较大,有机质含量高;阳离子交换量与酸碱度呈正比。同时物化指标在排水板四周富集的现象反映80 kPa真空预压处理的高黏性吹填土固结状况,同时建议真空预压处理过程中采用分级真空预压方法,改进高黏粒吹填土地基处理,以降低淤堵状况。     

基于微孔充填模型的页岩储层吸附动力学特征分析

微孔填充是吸附质分子在吸附剂纳微孔隙中、较高平衡压力下表现出来的一种吸附特征,以此为基础发展起来的热
力学理论在确定吸附剂微观结构及吸附性能研究方面起到了巨大推动作用。基于此,该文重点探讨了甲烷在页岩中吸附时
填充率θ、特征能量E、特征系数n、微分吸附功A 、吸附热Q、吸附焓ΔH 及吸附熵ΔS 的变化关系。结果表明：特征系数n
取1较为适当;温度升高特征能量E 值略降,3组样品E 值范围4.14~5.63 kJ/mol;随着θ 的不断增加,A ,Q ,｜ΔH ｜及｜
ΔS ｜等参数值逐渐降低,各能量参数随吸附进行而发生较为规律的变化,无突变。结果认为,热力学参数一定程度上代表
了TOC 及Ro 等参数的综合效应,受单一因素干扰性不强。将计算的Q 及ΔS 等热力学参数与四川盆地志留系龙马溪组页岩的
相应参数进行了对比,进一步表明四川盆地该套龙马溪组页岩具有巨大的页岩气勘探和开发潜力。     

山西省柳林奥陶系古岩溶顶部方解石充填物

山西省柳林马五１地层顶部古岩溶发育，其孔、洞、缝中充填着大量的粒状、镶嵌状淡水方解石。根据方解石充填物的碳氧稳定同位素分布特征，包裹体的均一温度和盐度，阴极发光特征，可以把方解石充填物分为早期充填物和晚期充填物。     

江西白垩纪—新近纪陆相红色盆地的盆缘类型划分与盆地充填样式

根据在江西白垩纪—新近纪陆相红盆地中1：50000地质填图对盆地的盆缘类型和盆地充填样式研究的新认识，以及陆相红盆地的形成、发展机制与盆地边缘岩石的成生性质，将盆缘划分为基底盆缘和新生盆缘2类；又依据盆缘的原始自然坡度和形态特征划分为缓坡型、折坡型、陡坡型(或断坡型)和新缓坡型、新折坡型、新陡坡型等6型。根据陆相红盆地中不同构造期(幕)不同沉积环境沉积的沉积体的空间展布特征及其各种有序叠置组合形式，厘定了辫状河—湖三角洲—浅湖型、冲积扇—辫状河—湖三角洲—浅湖型、冲积扇—浅湖型、近岸水下扇—浅湖型、冲积扇—辫状河型和河流—沼泽(湿地)型等6种盆地充埴样式。     

Response of multilayer geosynthetic-reinforced bed resting on soft soil with stone columns

In the present study, a mechanical model has been developed to study the behavior of multilayer geosynthetic-reinforced granular fill over stone column-reinforced soft soil. The granular fill and geosynthetic reinforcement layers have been idealized by Pasternak shear layer and rough elastic membranes, respectively. The Kelvin–Voight model has been used to represent the time-dependent behavior of saturated soft soil. The stone columns are idealized by stiffer springs and assumed to be linearly elastic. The nonlinear behavior of the soft soil and granular fill is considered. The effect of consolidation of soft soil due to inclusion of the stone columns on settlement response has also been included in the model. Plane strain conditions are considered for the loading and reinforced foundation soil system. An iterative finite difference scheme is applied for obtaining the solution and results are presented in nondimensional form. It has been observed that if the soft soil is improved with stone columns, the multilayer reinforcement system is less effective as compared to single layer reinforcement to reduce the total settlement as there is considerable reduction in the total settlement due to stone column itself. Multilayer reinforcement system is effective for reducing the total settlement when stone columns are not used. However, multilayer reinforcement system is effective to transfer the stress from soil to stone column. The differential settlement is also slightly reduced due to application of multiple geosynthetic layers as compared to the single layer reinforcement system.     

of regular and irregular waves from a partially perforated caisson breakwater with a rock-filled core

The reflection of regular and irregular waves from a partially perforated caisson breakwater with a rock-filled core is examined. The present mathematical model is developed by means of the matched eigenfunction method. Numerical results of the present model are compared with the experimental data of different researchers. Numerical examples are given to examine the effect of rock fill on the reflection coefficient. The differences between regular and irregular waves are also investigated by means of theoretical and experimental results. It is found that the minimum reflection coefficient of irregular waves is larger than that of corresponding regular waves, but the contrary is the case for the maximum reflection coefficient.     

强夯法在吹砂填海地基加固中的应用分析

通过强夯法在首钢京唐曹妃甸钢铁公司吹填砂地基处理工程中的应用情况和成功经验,对强夯设计、施工参数、加固效果进行了分析,为相似工程提供参考。     

信息化设计施工在机场高填方边坡工程中的应用

信息化设计施工是一种动态的设计施工方法,通过施工过程中的施工信息,掌握工程岩土体的工作状态,从而调整优化初始设计施工方案。本文分析了机场高填方边坡的主要施工信息,提出了信息化设计施工的工作模式,并以西南某机场扩建工程为例,介绍了机场高填方边坡信息化设计施工的实际工程应用。这种设计施工模式在实际工程中取得了较好的应用效果。     

路基断面填挖区域快速分割及其面积计算探讨

在路基工程中,计算填挖方量的传统方法误差大效率低,该文针对其主要影响因素提出了一种按断面上设计线和地面线的横坐标是否单调进行分类的计算方法。文章首先给出了能够反应填挖属性的一个更简形式的凹凸多边形面积计算公式,然后提出了在横标单调条件下的求交追赶算法,最后介绍了非单调条件下的填挖区域分割与面积计算方法。该方法实现了填挖方量的精确计算,较好地满足了工程概算要求,同时有效提高了设计效率。