岩体体积节理数(Jv)的现场测量方法评价   总被引：1，自引：0，他引：1  

林锋  黄润秋  王胜  刘明  霍俊杰  高正 《工程地质学报》2008,16(5):663-666

岩体体积节理数是衡量岩体完整性的重要指标之一,其现场实测方法有直接测量法、间距法、条数法等。论文分析了各现场测量方法的原理及其存在的问题,并结合实例测量成果,认为:直接测量法较准确,但测量面积要足够大;间距法结果偏小,应乘以1. 05～1. 1的修正系数;条数法受测量面方位的影响较大,应用时应有足够的样本数,以均值为基数乘以1. 4～1. 7的修正经验系数。  相似文献   

对碎裂结构岩体似连续介质特征的一点研究     

周洪福  韦玉婷  聂德新 《工程地质学报》2008,16(1):17-21

通常情况下认为碎裂结构的岩体具有非连续介质的特征。但是随着西部大量水电工程的勘查和建设,遇到了一类比较特殊的岩体,这类岩体中裂隙发育,结构面间距很小,按照国标划分为碎裂结构岩体,但是其本身又具有较高的力学性质,表现为具有较高的变形模量、抗剪强度参数和完整性系数,并且具有似连续介质的特征,这与通常的碎裂结构岩体有本质的区别。本文将利用两个实例工程对这一现象进行初步的分析,得到了水电工程可利用岩体的一种新的评价方法。  相似文献   

节理抗剪强度综合评价的试验研究   总被引：2，自引：0，他引：2  

杜时贵  胡晓飞  罗战友  梁晓丹  姜健 《工程地质学报》2008,16(1):89-97

选取不同吻合度自然节理试样,进行干燥状态和饱和状态的JRC-JCS模型和JRC-JMS模型试验研究。结果表明,在节理粗糙度系数的定向统计测量和尺寸效应分析,以及剪切过程衰减折减的基础上,运用JRC-JCS模型综合评价节理抗剪强度可靠性较好,考虑吻合度系数的JRC-JMC模型比JRC-JCS模型具更好的预测能力。  相似文献   

雅砻江锦屏一级水电站坝址区实测地应力与重大工程地质问题分析     

谭成轩  张鹏  郑汉淮  孙炜锋  王继明  孙叶 《工程地质学报》2008,16(2):162-168

本文对雅砻江锦屏一级水电站坝址区Ⅱ1-Ⅱ1及其前后剖面实测地应力进行了系统整理分析。分析结果表明:在相同的水平和垂直埋深条件下左岸坡角应力大小较右岸坡角小,这主要是由边坡岩体结构确定的;左岸导流洞开挖过程中在应力大小较右岸低的情况下出现坍塌工程地质问题也与左岸边坡岩体结构有关,而非岩爆等诱发。另外对左岸岩体深部裂缝在已有研究成果的基础上从应力集中、能量积累角度初步提出了新的边坡变形破坏方式,并从岩体结构和地应力大小方面对锦屏一级水电站工程建设过程中左、右岸应注意的工程地质问题提出了初步建议。  相似文献   

Deformation modulus of heavily jointed–sheared and blocky greywackes by pressuremeter tests: Numerical, experimental and empirical assessments     

Nihat Sinan Isik  Resat Ulusay  Vedat Doyuran 《Engineering Geology》2008,101(3-4):269-282

Deformability of rock masses influencing their behavior is an important geomechanical property for the design of rock structures. Due to the difficulties in determining the deformability of jointed rock masses at the laboratory-scale, various in-situ test methods such as pressuremeter, dilatometer, plate loading tests etc. have been developed. Although these techniques are currently the best and direct methods, they are time-consuming and expensive, and present operational difficulties. In addition, the influence of the test volume on deformation modulus depending on the method employed is also important. For these reasons empirical equations to indirectly estimate the deformation modulus have also been recommended by several investigators as an alternative approach. In this study; the geomechanical quality of weak, heavily jointed, sheared and/or blocky greywacke rock masses, on which very concentrated civil works are continuing at the southern and southwestern parts of Ankara (Turkey), was assessed. The deformation modulus was determined by pressuremeter tests, the possible effects of variables on the derived deformation modulus from the pressuremeter test were evaluated by numerical methods, and the comparisons between the deformation modulus of the greywackes obtained from the pressuremeter tests and their geomechanical quality (GSI and RMR) were made. Numerical simulations revealed that the presence of a disturbed annulus around the borehole causes underestimation of the deformation modulus, while the effect of length to diameter ratio of the pressuremeter probe on the deformation modulus is minor. Based on the geo-engineering characterization assessments, mainly two greywacke rock masses with different geomechanical qualities were identified. Geotechnical quality of one of these rock masses was verified by the back analysis of two slope failures. The empirical equations to indirectly estimate the deformation modulus of the greywackes using their GSI and RMR values yielded high coefficients of correlation.  相似文献   

Complete dynamic modeling calibration for the Thurwieser rock avalanche (Italian Central Alps)   总被引：11，自引：2，他引：9  

Rosanna Sosio  Giovanni B. Crosta  Oldrich Hungr   《Engineering Geology》2008,100(1-2):11-26

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The origin and stratigraphic significance of the Quaternary Waterloo Rock of the Botany Basin of south-east Australia     

S. J. Gale  C. A. de Rochefort  S. R. Moore  A. J. C. Timms 《The Australian geographer》2018,49(2):291-316

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Thermal–hydraulic–mechanical modeling of a large-scale heater test to investigate rock salt and crushed salt behavior under repository conditions for heat-generating nuclear waste     

《Computers and Geotechnics》2016

The Thermal Simulation for Drift Emplacement heater test is modeled using two simulators for coupled thermal–hydraulic–mechanical processes. Results from the two simulators are in very good agreement. The comparison between measurements and numerical results is also very satisfactory, regarding temperature, drift closure and rock deformation. Concerning backfill compaction, a parameter calibration through inverse modeling was performed due to insufficient data on crushed salt reconsolidation, particularly at high temperatures. We conclude that the two simulators investigated have the capabilities to reproduce the data available, which increases confidence in their use to reliably investigate disposal of heat-generating nuclear waste in saliferous geosystems.  相似文献   

鄂西归州-泄滩地质灾害时空分布特征及形成条件分析     

刘广宁  齐信  黄波林  王世昌 《地质灾害与环境保护》2016,(3):49-54

鄂西山区历来是地质灾害高发区域,随着近年来重大工程建设的开展,三峡库区175m蓄水,南方强降雨等极端气候的影响,大量地质灾害发生变形破坏乃至失稳。本文在1∶50 000区域地质灾害调查的基础上,通过成果资料数据统计,梳理出研究区地质灾害数量、类型、规模等发育特征,同时对其时空分布特征和形成条件进行系统分析。分析表明:地质灾害的分布与地貌有密切的关系,地质灾害多发育在高程300~800m、坡度20°~40°的范围内;70%以上灾害发育在侏罗系蓬莱镇组(J3p)、遂宁组(J3s)和沙溪庙组(J2s)岩性段中,且顺向结构岸坡中地质灾害最为发育;地质灾害具有沿主要构造断裂两侧呈条带状分布的特征。通过走访、现场调查掌握了诱发地质灾害主要自然因素为降雨和库水波动,人为因素为人类工程活动。依据地质灾害目前现状和发展趋势,提出对策建议,以期为该区域地质灾害防治提供参考。  相似文献   

Tritium in ground water of the georgia piedmont: Implications for recharge and flow paths     

Seth Rose 《水文研究》1992,6(1):67-78

Environmental tritium was measured in 33 natural water samples representative of precipitation, stream runoff, and groundwater (derived principally from production wells) within the Georgia Piedmont Province. Major ion analyses were used to assist in the interpretation of the tritium results. Tritium concentrations were significantly greater within shallow groundwater derived from the regolith (28–34 TU) and stream runoff (25–30 TU) than within recent rainfall (4–17 TU). Based upon the decay-corrected tritium input function, this probably indicates that at least some of the shallow water is stored within the regolith for a period of approximately 25 years. A ‘post-bomb’ component of recharge was present in all groundwater derived from production wells in the study area. Groundwater sampled from the bedrock aquifers was commonly less tritiated than either stream runoff or shallow water stored in the regolith. the lower tritium concentrations May, have resulted from the mixing of ‘pre-bomb’ water stored within the fractures or the transitional zone directly above the bedrock and modern water stored in the shallow regolith. the preponderance of modern water provides evidence that groundwater flow paths are areally restricted within this setting, probably confined to local surface water drainage basins. the residence time of groundwater in the Piedmont is limited by the lack of deep, gravity-driven regional flow and the localized vertical flow induced by pumping. the results of this study indicate that relatively small tritium concentration variations (10-20 TU) May, have regional hydrological significance in the southeastern Piedmont Province and similar settings.  相似文献