结晶岩取心深孔钻进施工设想技术方案

介绍了制定中国结晶岩取心科学孔钻进施工技术方案的总原则和先决条件,以此为基础,提出建议的钻孔结构套管程序,最 后提出了能满足这些原则、条件以及钻孔结构和套管程序要求的５０００ｍ取心科学钻孔施工设想技术方案。     

Strength and Deformational Behaviour of a Jointed Rock Mass

Summary An assessment of the strength and deformational response of jointed rock masses is an essential requirement in the site selection, design and successful execution of Civil and Mining Engineering projects. A quick estimate of these properties for preliminary evaluation of alternate sites, will reduce considerable expenditures for field tests. An attempt has been made in the present study to develop a link between strength and deformability of jointed block masses with the properties of intact specimens, obtained from simple laboratory tests, taking into account the influence of the properties of the joints. Extensive experimentation has been carried out on large specimens of jointed block masses under uniaxial compression. The model material represents a low strength rock. Various joint configurations were introduced to achieve the most common modes of failure occurring in nature. A coefficient called Joint Factor has been used to account for the weakness brought into the intact rock by jointing. Methods of computing the Joint Factor for various modes of failure of a jointed mass in an unconfined state have been established. The effect of Joint Factor on strength and tangent modulus of the mass has been studied and the values have been correlated with those of intact rock. Guidelines for assessing probable modes of failure of a jointed mass will enable one to estimate the relevant strength and tangent modulus of the mass.     

Flow Of Groundwater From Soil To Crystalline Rock

Knowledge of groundwater flow from soil or surface water to crystalline bedrock has usually been derived from indirect studies of drawdown in soil due to underground constructions, as well as from analysis of water chemistry and from tracer experiments. Infiltration into the bedrock occurs at specific sites where suitable combinations of geological and hydrological variables exist. Flow from soil to rock in the saturated zone occurs where conductors in the bedrock, such as fractures and fracture zones, are hydraulically connected to a groundwater reservoir in permeable soil or to horizons of permeable and constructive material in heterogeneous soil. Of particular importance for infiltration are the hydraulic conditions of the contact zone between soil and rock. A thin layer of silt on the bedrock surface often blocks the water flow. The micro-topography of the bedrock surface is important since fracture zones usually give depressions in the surface, in which accumulations of sorted and conductive material often can be found. A strong heterogeneity in the infiltration from soil to rock is evidenced by statistical analyses of the flow related to various geological and hydrogeological variables, as well as from analyses of groundwater chemistry and tracer experiments. In order to estimate the infiltration from soil to rock and to carry out mathematical modelling of the groundwater flow, it is necessary to have a good knowledge of the hydraulic conditions of the superficial rock and soil as well as of the conditions at the soil/bedrock contact zone. Information on the saturated flow from soil to rock is essential for calculation of water budgets, for assessments of spread of pollutants and for estimations of leakage into underground constructions.

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Résumé: Les connaissances sur les écoulements souterrains des sols ou des eaux de surface res le substratum cristallin ont été généralement établies par des études indirectes sur le drainage des sols par des constructions souterraines, ainsi que par l'etude du chimisme des eaux et par des expériences de tra?age. L'infiltration dans le substratum se produit en des lieux particuliers oè les variables géologiques et hydrologiques possèdent en même temps des valeurs favorables. L'écoulement du sol vers la roche en milieu saturé intervient là où les axes drainant du substratum, tels que les fractures et les zones fracturées, sont hydrauliquement connectés à une nappe dans un sol perméable ou à des horizons de matériel perméable dans un sol hétérogène. Les conditions hydrauliques régnant au contact sol/roche jouent un r?le capital pour l'infiltration. Un fin niveau de silt à la surface du substratum suffit souvent à empêcher l'écoulement. La microtopographie de la surface du substratum est importante, car souvent des zones de fractures produisent des dépressions, où sont fréquemment observées des accumulations de matériel trié et perméable. Une forte hétérogénéité de l'infiltration du sol vers la roche est mise en évidence grace à des analyses statistiques de différentes variables géologiques et hydrologiques déterminant l'écoulement, ainsi que grace au chimisme de l'eau souterraine et aux tra?ages. Les information sur les écoulements en milieu saturé du sol vers la roche sont nécessaires pour calculer les bilans hydriques et la dispersion des polluants et pour estimer les fuites vers les ouvrages souterrains.

     

Selecting Equivalent Strength for Intact Rocks in Heterogeneous Rock Masses

Many surface and underground structures are constructed in heterogeneous rock formations. These formations have a combination of weak and strong rock layers. Due to the alternation of the weak and strong layers, selecting the equivalent and appropriate geomechanical parameters for these formations is challenging. One of these problems is choosing the equivalent strength (i.e., uniaxial compressive strength) of intact rock for a group of rocks. Based on the volume of weak and strong parts and their strength, the equivalent strength of heterogeneous rocks changes. Marinos and Hoek (Bull Eng Geol Environ 60(2):85–92, 2001) presented the “weighted average method” for defining the uniaxial compressive strength (UCS) of heterogeneous rock masses based on the volume of weak and strong parts. Laubscher (1977) used the volume ratio of the strength of a weak part to a strong part (UCS weak/UCS strong) to determine the equivalent strength. In this study, the two methods are compared and their validity is evaluated by experimental data and numerical analyses. The geomechanical parameters of two heterogeneous formations (Aghajari and Lahbari) in the west of Iran were estimated using these methods. The results of the present study obtained through numerical analyses using particle flow code are compared with those of previous studies and discussed. Laboratory and numerical results show UCS decrease and approach to weak strength with an increasing in volume of weak part. When strength ratio of strong to weak rock increase, equivalent strength decrease more severely. The findings show that Laubscher’s method gives more appropriate results than the weighted average method.     

Stacking Ensemble Machine Learning-Based Shear Strength Model for Rock Discontinuity

Geotechnical and Geological Engineering - Accurate estimation of shear strength (SS) of rock discontinuities is crucial in rock engineering applications such as slope stability. This study proposes...     

考虑初始损伤和残余强度的岩石变形过程模拟

针对现有损伤模型的不足,提出同时反映岩石初始损伤和残余强度的岩石变形过程模拟方法.将岩石材料分为未损伤部分、损伤部分和微缺陷,未损伤部分和损伤部分共同承担岩石所受的应力.通过岩石材料几何条件及微观受力分析建立未损伤部分的应变分析.再考虑岩石的形变比能只与损伤部分材料相关,从而建立损伤部分的应变分析.然后探讨岩石损伤和耗散能的关系,提出了可以反映岩石初始损伤的损伤演化方程,基于各部分应变分析建立模拟岩石变形过程的损伤本构模型,同时给出模型各参数的确定方法.结果表明:损伤演化方程不仅表现了岩石的初始损伤特征,也可以完整地体现岩石变形破坏过程的5个阶段;与前人模型相比,提出的岩石变形模拟方法与试验曲线更加吻合,体现了岩石的变形全过程,特别是更加直观地反映了岩石的初始损伤和残余强度特征.综合体现了本文模型在模拟岩石变形全过程时的优势.     

Crystalline Rock Aquifers: Their Occurrence,Use And Importance

Only recently has significant attention been paid to groundwater in hard rocks. The reason is probably the normally limited yield of water wells in such lithologies. Their importance for water-supply has increased, especially in the Third World, during recent years. In shield areas in temperate regions, hard rocks have been important for rural water supply for a long time. The relatively new attention to hard rock hydrogeology is also due to the fact that crystalline rocks are vulnerable to acidification and that several countries plan to use deep repositories in crystalline rocks for spent nuclear fuel. Added to this, new hydrogeological investigation methods for fractured aquifers have come into use in pre-investigations for rock installations. This paper gives a brief overview of the occurrence and properties of aquifers in crystalline rocks, and also examines some practical aspects of their use.     

In-situ Rock Spalling Strength near Excavation Boundaries

It is widely accepted that the in-situ strength of massive rocks is approximately 0.4 ± 0.1 UCS, where UCS is the uniaxial compressive strength obtained from unconfined tests using diamond drilling core samples with a diameter around 50 mm. In addition, it has been suggested that the in-situ rock spalling strength, i.e., the strength of the wall of an excavation when spalling initiates, can be set to the crack initiation stress determined from laboratory tests or field microseismic monitoring. These findings were supported by back-analysis of case histories where failure had been carefully documented, using either Kirsch’s solution (with approximated circular tunnel geometry and hence σ _max = 3σ ₁ ?σ ₃) or simplified numerical stress modeling (with a smooth tunnel wall boundary) to approximate the maximum tangential stress σ _max at the excavation boundary. The ratio of σ _max /UCS is related to the observed depth of failure and failure initiation occurs when σ _max is roughly equal to 0.4 ± 0.1 UCS. In this article, it is suggested that these approaches ignore one of the most important factors, the irregularity of the excavation boundary, when interpreting the in-situ rock strength. It is demonstrated that the “actual” in-situ spalling strength of massive rocks is not equal to 0.4 ± 0.1 UCS, but can be as high as 0.8 ± 0.05 UCS when surface irregularities are considered. It is demonstrated using the Mine-by tunnel notch breakout example that when the realistic “as-built” excavation boundary condition is honored, the “actual” in-situ rock strength, given by 0.8 UCS, can be applied to simulate progressive brittle rock failure process satisfactorily. The interpreted, reduced in-situ rock strength of 0.4 ± 0.1 UCS without considering geometry irregularity is therefore only an “apparent” rock strength.     

Tensile Strength of Rock Under Elevated Temperatures

Rock strength affects the behaviour of rocks differently under different conditions such as temperature, time, pressure, presence of fluids, rock mass characteristics and stress history of rock in a natural environment. It is not always easy to replicate such conditions of undisturbed rock in a laboratory scale. Hence, it is imperative to study the rock behaviour with respect to every such condition which the rock experiences since its time of formation. Temperature is one of the key parameters which influence the rock throughout its history, ranging from the conditions of formation, experience of depth (loading/unloading) or deformational and metamorphic history. Also, increase in rock temperature; say due to the thermal stress changes like disposal of spent nuclear fuels affects the strength of the surrounding rock. In this work, the effects of temperature on the tensile strength of rock have been studied. The results obtained were interesting as the strength of rock is found to increase considerably up to a particular temperature after which it starts falling by as much as 70% around 250°C.     

Estimating the Strength of Jointed Rock Masses

Determination of the strength of jointed rock masses is an important and challenging task in rock mechanics and rock engineering. In this article, the existing empirical methods for estimating the unconfined compressive strength of jointed rock masses are reviewed and evaluated, including the jointing index methods, the joint factor methods, and the methods based on rock mass classification. The review shows that different empirical methods may produce very different estimates. Since in many cases, rock quality designation (RQD) is the only information available for describing rock discontinuities, a new empirical relation is developed for estimating rock mass strength based on RQD. The newly developed empirical relation is applied to estimate the unconfined compressive strength of rock masses at six sites and the results are compared with those from the empirical methods based on rock mass classification. The estimated unconfined compressive strength values from the new empirical relation are essentially in the middle of the estimated values from the different empirical methods based on rock mass classification. Similar to the existing empirical methods, the newly developed relation is only approximate and should be used, with care, only for a first estimate of the unconfined compressive strength of rock masses. Recommendations are provided on how to apply the newly developed relation in combination with the existing empirical methods for estimating rock mass strength in practice.     

冻结粉土动强度的荷载效应及长期极限动强度

荷载效应包括速率效应和疲劳效应两部分．速率效应使冻土的动强度和退荷回弹动弹模随应变速率加快而提高;疲劳效应使冻土的动强度随振频增加而下降,但在低应变速率下却使动强度略有提高．在高应变速率下动强度大于静强度,在低应变速度下动强度小于静强度,其间存在一个临界应变速率．通过动强度－破坏振次关系,可确定长期极限动强度．     

门限控烃作用及其在有效烃源岩判别研究中的应用

油气在生排运聚成藏过程中需经历生烃门限、排烃门限、成藏门限和资源门限。某一确定的油气运聚成藏系统进入任一门限都将损耗一部分烃量，实际地质条件下源岩生成的烃量只有超过进入各个门限时损耗烃量之和后才能大规模聚集成藏，构成油气勘探的远景区；只有提供的油气满足成藏过程中各种油气损耗形成工业油气聚集的源岩才称为有效烃源岩。阐明了各门限地质含义、判别标准和控油气作用机理，并将门限控烃作用在塔里木盆地台盆区古生界碳酸盐岩源岩评价中进行了应用。研究表明，不存在一个放之四海而皆准的最小有机质丰度下限，最小有机质丰度下限受源岩自身条件及成藏地质条件的共同影响。     

岩石抗剪强度参数的稳健估计

提出了Ｍ－稳健估计计算岩体抗剪强度参数Ｃ,ｆ值的计算模型和方法。通过对白云鄂博主矿原位试验数据的稳健估计计算结果与最小二乘法的计算结果的对比分析表明：采用稳健估计的方法所估计出的参数更可靠。     

岩石在循环荷载作用下的强度及变形特征

本文着重研究了岩石在循环荷载作用下的强度及变形特征。实验结果表明,岩石在循环荷载作用下的强度低于其静力强度,而这个循环疲劳强度极限与振幅、频率有关;岩石在循环荷载作用下的变形特征类似于静力蠕变特征。