Bearing capacity of strip foundations reinforced with geogrid sheets by using upper bound finite‐element limit analysis     

Jyant Kumar  Jagdish Prasad Sahoo 《国际地质力学数值与分析法杂志》2013,37(18):3258-3277

By using the upper bound finite‐elements limit analysis, with an inclusion of single and two horizontal layers of reinforcements, the ultimate bearing capacity has been computed for a rigid strip footing placed over (i) fully granular, (ii) cohesive‐frictional, and (iii) fully cohesive soils. It is assumed that (i) the reinforcements are structurally strong so that no axial tension failure can occur, (ii) the reinforcement sheets have negligible resistance to bending, and (iii) the shear failure can take place between the reinforcement and soil mass. It is expected that the different approximations on which the analysis has been based would generally remain applicable for reinforcements in the form of geogrid sheets. A method has been proposed to incorporate the effect of the reinforcement in the analysis. The efficiency factors, η_c and η_γ, to be multiplied with N_c and N_γ , for finding the bearing capacity of reinforced foundations, have been established. The results have been obtained (i) for different values of ? in case of fully granular and cohesive‐frictional soils, and (ii) for different rates at which the cohesion increases with depth for a fully cohesive soil. The optimum positions of the reinforcements' layers have also been determined. The effect of the reinforcements' length on the results has also been analyzed. As compared to cohesive soils, the granular soils, especially with higher values of ?, cause a much greater increase in the bearing capacity. The results compare reasonably well with the available theoretical and experimental data from literature. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Application of a Bayesian model to infer the contribution of coalbed natural gas produced water to the Powder River,Wyoming and Montana          下载免费PDF全文

Jason M. Mailloux  Kiona Ogle  Carol D. Frost 《水文研究》2014,28(4):2361-2381

The Powder River Basin (PRB) of Wyoming and Montana contains significant coal and coal bed natural gas (CBNG) resources. CBNG extraction requires the production of large volumes of water, much of which is discharged into existing drainages. Compared to surface waters, the CBNG produced water is high in sodium relative to calcium and magnesium, elevating the sodium adsorption ratio (SAR). To mitigate the possible impact this produced water may have on the quality of surface water used for irrigation, the State of Montana passed water anti‐degradation legislation, which could affect CBNG production in Wyoming. In this study, we sought to determine the proportion of CBNG produced water discharged to tributaries that reaches the Powder River by implementing a four end‐member mixing model within a Bayesian statistical framework. The model accounts for the ⁸⁷Sr/⁸⁶Sr, δ¹³C_DIC, [Sr] and [DIC] of CBNG produced water and surface water interacting with the three primary lithologies exposed in the PRB. The model estimates the relative contribution of the end members to the river water, while incorporating uncertainty associated with measurement and process error. Model results confirm that both of the tributaries associated with high CBNG activity are mostly composed of CBNG produced water (70–100%). The model indicates that up to 50% of the Powder River is composed of CBNG produced water downstream from the CBNG tributaries, decreasing with distance by dilution from non‐CBNG impacted tributaries from the point sources to ~10–20% at the Montana border. This amount of CBNG produced water does not significantly affect the SAR or electrical conductivity of the Powder River in Montana. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Analytical solutions for Euler–Bernoulli beam on visco‐elastic foundation subjected to moving load     

Dipanjan Basu  N. S. V. Kameswara Rao 《国际地质力学数值与分析法杂志》2013,37(8):945-960

Analytical solutions for the steady‐state response of an infinite beam resting on a visco‐elastic foundation and subjected to a concentrated load moving with a constant velocity are developed in this paper. The beam responses investigated are deflection, bending moment, shear force and contact pressure. The mechanical resistance of the foundation is modeled using two parameters k_s and t_s — k_s accounts for soil resistance due to compressive strains in the soil and t_s accounts for the resistance due to shear strains. Since this model represents the ground behavior more accurately than the Winkler spring model, the developed solutions produce beam responses that are closer to reality than those obtained using the existing solutions for Winkler model. The dynamic beam responses depend on the damping present in the system and on the velocity of the moving load. Based on the study, dynamic amplification curves are developed for beam deflection. Such amplification curves for deflection, bending moment, shear force and contact pressure can be developed for any beam‐foundation system and can be used in design. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

西北内陆盆地的红层类型与砂岩型铀矿     

王志龙 《铀矿地质》1988,(4)

本文在调研我国西北内陆盆地中的红层与砂岩型铀矿关系的基础上,提出了一个以沉积相和红化成因为基础的红层分类:把内陆盆地中的红层分为陆解阶段形成的冲积平原红层和浅湖红层;成岩后生阶段形成的河流冲积红层、三角洲红层和沙漠红层;以及表生风化阶段形成的溅泼红(次生红层)等6类红层。并依据这6类红层的特征、产出构造环境,以及含矿主岩到各类红层的Eh、pH、Th/U、Fc~(3+)/Fc~(2+)、Sr/Ba等地化特征值的变化,确定了它们与砂岩型铀矿的关系,即陆解阶段岩石红化时为开放环境,活性铀易于流失,对成矿不利;而成岩后生阶段,岩石红化时的环境为封闭系统,对成矿有利,能形成铀矿床。  相似文献   

大气降水热液成矿——西秦岭某硅、灰、泥岩型铀矿床成矿模式探讨   总被引：1，自引：0，他引：1  

毛裕年 《铀矿地质》1988,(2)

西秦岭某硅、灰、泥岩型层控铀矿床是在矿源层(中志留统)的基础上,由地下水热液渗滤改造而成。铀的工业富集发生在矿源层褶皱成陆之后,成矿高峰则发生在中、新生代交替时期。成矿溶液是受大气降水补给的地下水热液;成矿物质主要来自矿源层本身。矿源层长期遭受地下水热液作用,溶液中大量的铀酰离子形成稳定的碳酸铀酰络合物,并被运移至岩性和构造的圈闭部位,通过吸附和共沉淀等作用富集,或通过还原、水解和过饱和沉淀等作用形成沥青铀矿或再生铀黑。该层控铀矿床的整个成矿过程具有典型的逐级增量特点,属于塔式累积成矿的基本模式,后生富集是成矿的关键。  相似文献   

Correlation between point load index and compressive strength for quartzite rocks   总被引：1，自引：0，他引：1  

V. K. Singh  D. P. Singh 《Geotechnical and Geological Engineering》1993,11(4):269-272

Summary The relationship of the point load test with uniaxial compressive strength was examined using quartzite rocks to substantiate the existing correlations.  相似文献   

求解非线性有限元方程的弧长法及在工程稳定分析中的应用   总被引：1，自引：0，他引：1  

刘国明  卓家寿 《岩土力学》1993,14(4):57-67

本文讨论了求解非线性有限元方程弧长法的基本原理及具体实施,并应用于压杆及滑块的稳定性分析。由于弧长法具有确定并通过结构临界应力状态的临界荷载值,因此可以应用于工程稳定性分析。算例表明,弧长法确定的临界荷载值是令人满意的。  相似文献   

滇中郝家河砂岩铜矿的地球化学及其成因意义   总被引：1，自引：0，他引：1  

秦德先  马宏 《地质论评》1994,40(2):183-192

本文论术字滇中生代地层与矿区及春外围马头山组中铜的时空分布与迁移富集规律，揭示了矿床的沉积－后期叠加改造成因。成矿作用经历了同生沉积形成矿源层，后期叠加改造形成矿体的过程。后期改造中铜元素发生了大量迁移，矿质主要来自矿体之下伏紫色矿源层。  相似文献   

Age Assignment of the Lycoptera- bearing Bed     

Li Peixian  Su Deying  Li Yougui  Yu JingxianInstitute of Geology  Chinese Academy of Geological Sciences  Beijing 《《地质学报》英文版》1994,68(3):329-349

In the Yanliao area, the occurrence of the Nestoria-Keratestheria fauna and the Eoparacypris- Luanpingella-Darwinula assemblage in the Dabeigou Formation s.s., a Rb-Sr isochron age of 145.2 Ma for the Baiqi Formation and a complete stratigraphic sequence-all this proves that the Lycoptera-bearing bed overlies the Upper Jurassic. The Jehol fauna comprises the primitive Trigonioidids fauna, Eosestheria fauna, Lycoptera fauna et al., and their own laws of evolution expound that they belong to Cretaceous faunas. The associations of Eosestheria with Yanjiestheria, Lycoptera with Eosestheria, and Kuntulunia with Yanjiestheria as well as the occurrence of early angiosperms and sporo - pollen in the Fuxin Formation and its equivalents also demonstrate that the Lycoptera-bearing, bed should be assigned to the Cretaceous. The confirmation of the existence of Aucellina in the Jixi Group and the correlation of Trigonioidids and Cypridids with those in the equivalent strata of Japan and Western Europe have also been  相似文献   

北京市北山泥石流分布规律及形成过程     

董桂芝  赵波 《城市地质》1994,(4):8-15

北京北山泥石流的分布受构造控制，呈北东方向展布。其分布在时间上和空间上均有一定的规律可寻。一条泥石流沟谷的形成从开始到结束，概括分为形成、位移和堆积。区内泥石流的形成主要有三种形式：以水力侵蚀为主，以坡面侵蚀为主和以沟源崩、滑塌形式触发沟床物质活动而形成的泥石流。  相似文献