Geotechnical properties of a chemically stabilized soil from Malaysia with rice husk ash as an additive   总被引：1，自引：0，他引：1  

F. Haji Ali  A. Adnan  Chew Kam Choy 《Geotechnical and Geological Engineering》1992,10(2):117-134

Summary The stabilization of Malaysian soil by mixing with rice husk ash, a locally available waste material, to improve its engineering properties is described. Stabilizing agents, i.e. cement and lime, were added to produce the reaction products which are responsible for the enhancement of the engineering properties. Based on the strength development, it seems that lime is the more effective stabilizing agent. However, the cheap waste material can be used as partial replacement for the more expensive cement in the cement-treatment of the soil. A durability study was carried out to evaluate the effectiveness of this stabilization method.  相似文献   

Field compaction control studies on road bases in a new settlement area in Ghana     

E. M. Frempong 《Geotechnical and Geological Engineering》1995,13(4):227-241

Summary Among the major causes for failure of roads in the tropics is inadequate compaction during construction. There is, therefore, the need to strictly control the compaction of the pavement layers if the design life of the road is to be attained; thereby eliminating large maintenance costs.This note reports on pavement compaction control studies undertaken on the road bases of service roads in a new settlement area in Ghana. These roads were to be provided with bituminous surfacing immediately after compaction. Studies concerning particle breakdown during field compaction by two contractors executing the works under the same conditions have been made, together with an assessment of contractor efficiency.It was found that the placement moisture contents varied greatly from the optimum. One contractor was compacting the gravels on the dry side of optimum, consequently achieving relatively high densities. The other contractor was compacting on the wet side and achieving lower density levels. This was still the case even after initial test sections were found to have been undercompacted.Compaction levels achieved in the crowns were generally found to be higher than those at the shoulders of the road test sections. The breakdown of coarse particles due to compaction was quite significant. There is therefore the need for highway material engineers to ensure that in addition to meeting the grading requirements, road base materials must adequately meet the requirements on weathering and mechanical strength properties.  相似文献   

论异常地层压力在构造研究中的意义          下载免费PDF全文

张家骅 《地球科学》1993,2(5)

本文将异常地层压力、压力系数及平衡深度等概念和构造研究联系起来,着重探讨压力系数在构造发育中的重要意义。  相似文献   

突变理论在工程地质中的应用   总被引：28，自引：2，他引：28  

黄润秋  许强 《工程地质学报》1993,1(1):65-73

本文说明了突变理论应用于工程地质中的一般方法。着重通过实例介绍尖点突变理论在工程地质中的应用现状,其中包括用突变理论评价层状结构斜坡、地下洞室的顶板冒落及活断层的稳定性,以及斜坡失稳的时间预报等问题。同时对其应用前景作了展望。  相似文献   

Incremental Growth of Plains-Type (Compactional) Folds in a Cratonic Environment as Revealed by the Sedimentary Sequence     

Merriam  Daniel F. 《Natural Resources Research》2003,12(1):27-40

The enigma of the origin and development of plains-type folds, as they were christened in the early 20th Century, essentially has been solved. The folds, a considerable distance from the tectonic disturbance, were formed by draping of sediments over differentially displaced Precambrian basement fault blocks. These Precambrian basement fault blocks controlled the location, size, and shape of the folds. Forces were transmitted through the rigid basement causing readjustment along the indigenous fracture/fault pattern formed much earlier. In the U.S. Midcontinent, the crystalline basement is overlain by a thin veneer of sediments, and once the structures were formed, they continued to develop as evidenced by features in the overlying sediments. As the stress was transmitted through the basement and then relaxed, the fault blocks moved differentially in concert to these outside forces. Sediment compaction and nondeposition over structural topographic highs reacted accordingly to form the features as seen today. To determine the structural history, structural closure on different horizons on the anticline is plotted in their appropriate stratigraphic position at depth. This gives a compaction line for each tectonically coherent segment. Similar segments show a relatively straightline with offsets at major unconformities indicating breaks in the continuum. It is at these breaks that the section can be stretched until the compaction line matches as a continuum with the resulting gap giving the approximate amount of missing section for that part of the rock column. Conversely, the amount of closure on a structure at depth for each line segment can be estimated by extrapolating downward in that segment. This technique to determine depth of burial and thus the amount of missing stratigraphic section from well data at numerous locations has been compared with estimates made by other methods and the results are similar. Where no other data are available or for quick estimates, then, it is proposed that this approach will give reasonable results and that the values can be used as a constraint in basin modeling.  相似文献   

颗粒破碎对煤矸石渗透性能的影响     

王凤江 《岩土工程技术》2006,20(3):147-150

采用标准试验方法求得筑坝用煤矸石的最大干密度和相应的最优含水量。试验结果表明,击实作用使煤矸石的粗大颗粒发生破碎,导致其粒度组成改变,颗粒级配进一步趋于良好,有利于碾压密实。当粗粒质量分数大于60%时,煤矸石的破碎程度明显提高。当粗粒质量分数小于40%时,煤矸石的工程特性主要由细颗粒的性质决定。煤矸石的渗透系数和孔隙比之间存在指数关系。随细颗粒含量的增加,煤矸石的渗透性将显著降低。  相似文献   

油气成藏流体动力系统分析原理及应用   总被引：24，自引：1，他引：23  

康永尚  庞雄奇 《沉积学报》1998,16(3):80-84

阐述了油气成藏流体动力系统分析的基本原理,把油气成藏流体动力系统分为重力驱动型、压实驱动型、滞流型和封存型四种类型。结合国内外的研究实例,分析了不同类型流体动力系统油气藏形成和分布的规律,强调在不同类型的流体动力系统中,油气藏形成的机理不同,在成藏动力学研究中有不同的侧重点。加强重力驱动型和封存型流体动力系统动力系统油气成藏条件研究对我国南方海相盆地和其它勘探程度较高的盆地深部的油气勘探具有重要意义。  相似文献   

超压盆地中泥岩的流体压裂与幕式排烃作用   总被引：37，自引：5，他引：32  

解习农  刘晓峰 《地质科技情报》1998,17(4):59-64

流体压裂是在异常高流体压力体系的低渗泥岩中流体活动的主要输导通道。流体压裂不仅导致低渗泥岩的幕式压实作用,而且为油气运移,储集的研究提供了新的理论模式。超压盆地泥岩的压实演化可划分为两个阶段,即连续压实和幕式压实阶段,其中幕式压实阶段又可根据导致流体压裂的主控因素进一步划分为两个亚阶段,即水力压裂和生烃压裂,前者主要由于泥岩欠压实和新生流体源的增压所致,后者则主要由于泥岩中有机质生烃及烃类裂解后增  相似文献   

Accelerating the convergence of coupled geomechanical‐reservoir simulations     

L. Jeannin  M. Mainguy  R. Masson  S. Vidal‐Gilbert 《国际地质力学数值与分析法杂志》2007,31(10):1163-1181

The pressure variations during the production of petroleum reservoir induce stress changes in and around the reservoir. Such changes of the stress state can induce marked deformation of geological structures for stress sensitive reservoirs as chalk or unconsolidated sand reservoirs. The compaction of those reservoirs during depletion affects the pressure field and so the reservoir productivity. Therefore, the evaluation of the geomechanical effects requires to solve in a coupling way the geomechanical problem and the reservoir multiphase fluid flow problem. In this paper, we formulate the coupled geomechanical‐reservoir problem as a non‐linear fixed point problem and improve the resolution of the coupling problem by comparing in terms of robustness and convergence different algorithms. We study two accelerated algorithms which are much more robust and faster than the conventional staggered algorithm and we conclude that they should be used for the iterative resolution of coupled reservoir‐geomechanical problem. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

贵州晴隆锑矿稀土元素特征与成因探讨   总被引：2，自引：0，他引：2       下载免费PDF全文

朱俊宾  方维萱  刘家军  胡煜昭 《地质找矿论丛》2010,25(2):118-123

对晴隆锑矿含矿层及围岩的稀土元素地球化学特征研究表明,其ΣREE变化较大,但REE配分模式较固定,以明显的负Ce异常、Eu正异常、分配曲线相对平缓为特征。对比该区玄武岩的稀土配分模式图后发现,两者差异较大。结合镜下岩(矿)石的结构和矿物组合特征以及野外实际资料,认为锑等矿质元素是盆地流体通过花鱼井、雷钵硐等NE向的深大断裂运移,由于氧化还原、温度和压力等物理化学条件的改变,沉积赋存于"大厂层"中。  相似文献