Probabilistic analysis of random contact force between geomembrane and granular material

A probabilistic method based on principle of maximum entropy was employed to analyze the randomness of contact force between geomembrane and granular material. The contact force distribution is exponential according to the proposed method and the grain size is the most important factor that affects the distribution of contact force. The proposed method is then verified by a series of laboratory experiments using glass beads and cobbles as granular material and a very thin pressure, indicating that film is firstly used in these experiments which give a reliable method to measure the contact force at each contact point.     

塑性混凝土防渗墙与防渗土工膜联合应用分析研究

该文主要是通过朝面山水库防渗设计采用塑性混凝土防渗墙与防渗土工膜结合使用,根据模型计算分析可知,该方案防渗效果较好,是可行的、有效的防渗措施,可在水库加固中加以推广。     

高堆石坝面膜防渗体非散粒体垫层工程特性试验——高面膜堆石坝关键技术（五）

针对传统土工膜垫层材料不能满足深覆盖层上高堆石坝面膜防渗体稳定性及适应变形要求的问题,采用室内渗透系数、抗压、抗弯折、直剪及结构模型试验等方法对一种新型多孔垫层材料——聚合物透水混凝土的透水性能、基本力学特性、界面抗剪强度及适应坝体变形能力等工程特性进行了一系列试验研究,并与传统无砂混凝土垫层材料的工程特性进行了对比试验与分析。试验结果表明,聚合物透水混凝土在具有较高强度和透水性的同时,还具有较低的弹性模量和显著的韧性特征,相对无砂混凝土具有更强的适应坝体变形能力,更适合用作深覆盖层上高堆石坝面膜防渗体垫层。     

浅谈混凝土重力坝上游面土工膜防渗技术

由于设计、施工、管理等种种原因,我国早期兴建的混凝土坝坝体渗漏问题严重,亟待加固处理.PVC复合土工膜在坝体防渗加固处理中具有施工方便、造价低、工期短、不受气候条件影响、节省工程量等优点.对混凝土坝体上游面设置土工膜防渗施工技术进行分析论述,采用PVC复合土工膜防渗处理,防渗效果良好.     

Probabilistic analysis of geomembrane puncture from granular material under liquid pressure

A simplified probabilistic analysis of geomembrane punctures from granular material was presented when subjected to liquid pressure. The probability distribution of contact force between geomembrane and granular material was obtained based on the principle of equal probability and assumptions that grains are spheres with constant size. A particle flow code PFC^3D was employed to simulate the contact process which indicates a good agreement with the theoretical probabilistic analysis. The odds of geomembrane puncture from grains of constant size were obtained by evaluating the puncture force which should not exceed the puncture resistance of geomembrane. The effects of grain radius, grain rigidity and liquid pressure were studied in more detail and displayed in graphs. Both high-level of liquid pressure and large grain can result in high risk of geomembrane puncture. The influence of grain rigidity on the geomembrane puncture odds is significant. For granular material with a grain size distribution, the geomembrane puncture odds can be estimated by the grain size distribution, served as weight function and it is a cautious design if the largest grain is chosen as the design grain size.     

复合土工膜防渗土石坝渗流安全监控指标拟定

复合土工膜作为一种质轻、强度高、价廉的防渗材料,应用于大型水库防渗工程时,需监测其防渗效果。以西霞院反调节水库复合土工膜斜墙防渗砂砾石坝为例,根据历史监测资料,考虑库水位、温度、降雨、时效的影响构建渗流统计模型,分别采用置信区间法与典型小概率法拟定膜后渗流安全监控指标。结果表明膜后渗压水位较低,总体上无明显变化趋势,复合土工膜防渗效果明显。采用置信区间法拟定该工程大坝渗流安全监控指标更合理,可实时监测渗流安全状态,提供准确预警,保障大坝安全稳定运行。     

分散性粘土堤坝处理措施

分析了分散性粘土堤坝溶洞成因,提出了复合土工膜和白灰土处理分散性粘土堤坝的措施。     

填埋场斜坡上土工膜受力特性的离心模型试验研究

由于垃圾土沉降大,斜坡上土工膜易受到较大下拽力而破损,影响衬垫系统防渗功能。通过离心模型试验对填埋场斜坡上土工膜在垃圾土重力和沉降作用下的拉力和应变进行了研究,并通过FLAC数值对比分析,可获得如下结论：试验采用的模型垃圾土能很好地模拟现场垃圾土,模型土最大沉降量可达土层厚度的20%;土工膜存在中性点,以中性点为界土工膜可分为受拉区和受压区,中性点的位置与坡度和沉降有关,从坡顶到中性点拉应变逐渐变小,从中性点到坡脚压应变先增大后减小;坡度和沉降是影响土工膜拉力发展的重要因素,坡度或沉降越大,拉力越大,沉降是通过改变界面强度的发挥程度来影响土工膜拉力的发展;当采用单糙面土工膜（上光下糙）时,外部作用力很难向土工膜下界面传递,土工膜锚固端拉力几乎为零。     

Biolak污水处理构筑物的结构设计

Biolak污水处理工艺近两年来在国内应用较广,由于其工艺流程的特点,部分构筑物可采用HDPE土工膜防渗漏的土池结构。这种复合结构同纯钢筋混凝土结构相比,造价低,维护方便,经济效果明显。本文介绍了该结构体系的设计原理及计算方法,提出了设计中存在的一些问题,对推广这种构筑物形式进行了有益的探讨。     

HDPE自粘胶膜防水卷材在北京地铁6号线某区间隧道中的应用

介绍了HDPE自粘胶膜防水卷材在北京地铁6号线某区间隧道中的施工与应用技术,重点介绍了高分子自粘胶膜防水卷材的构造、性能、防水机理,以及防水工程的施工工艺、质量及验收要点。