K_0固结饱和粘土三轴压缩与拉伸循环强度之间的关系

针对有应力反向与无应力反向两种循环应力条件,进行了k0固结饱和粘土不排水循环三轴压缩与拉伸强度试验。为了分析三轴压缩与三轴拉伸循环强度之间关系,依据3个围压下三轴压缩循环强度试验结果,确定了与不同循环破坏次数对应的Mohr-Coulomb循环强度指标。据此预测k0固结土样三轴拉伸循环强度,预测结果小于实测结果,当循环破坏次数为2 000时,两者之间相对偏差为13%左右。因此,可以依据Mohr-Coulomb强度理论建立k0固结饱和粘土不排水三轴压缩与拉伸循环强度之间的关系。     

温岭石粘—松门一级公路沿线区域性地面沉降初步 研究

地面沉降地质灾害广泛分布于沿海软土区,该灾害会造成农田损毁、咸水内侵、降低城市排污能力,并影响航运交通,因而对其研究治理显得尤为重要。本文通过对温岭石粘-松门一级公路沿线区域发生地面沉降地质灾害的研究,分析了地面沉降产生的机理、地面沉降的发展现状、地面沉降的发展趋势,可供地面沉降研究参考。     

Significance of infiltrated clays within the Lower Permian Yellow Sands of north-east England

The Permian Yellow Sands are preserved as nine aeolian ridges in north-east England. The sands are soft and friable and locally contain large amounts of interstitial detrital clays, which are interpreted as the product of early mechanical clay infiltration. Features within the sands considered to be due to mechanical clay infiltration include grain coatings, meniscus and geopetal fabrics. The infiltrated clays mask crystal nucleation sites on grain surfaces and often amalgamate into lenses or form continuous clay-rich layers. Calcite and quartz cement growth has consequently been limited and often confined to the coarser, generally clay-free horizons. The meniscus and geopetal fabrics were formed early during accretion of the dunes and helped to bind and stabilize the sediment, which restricted reworking during the Zechstein transgression to the uppermost few decimeters.     

云南禄丰煤岩与围岩中富勒烯（C60）物质的初步探索

中国云南煤中是否存在富勒烯还没有科学定论。本工作运用高效液相色谱方法，对中国云南禄丰晚三叠世煤岩及其围岩中是否存在天然富勒烯物质的问题进行了探索性研究；同时发展了适于从复杂地质样品中分离纯化富勒烯和定性与定量检测富勒烯的一套技术方法。结果显示，从定性角度有两个样品确实存在富勒烯。本文据此提出，富勒烯的赋存与煤岩／围岩交互相上的含煤碳质泥岩有着密切的关系。下一步研究应着重调查比煤岩与顶板和底板界面层并大力研究其中天然富勒烯的地学成因。本工作的意义还在于为今后我国加入和独立开展以富勒烯类物质（如C60／C70）及其衍生物质（如He C60 C70)作为地球化学示踪物的古地球突变大事件的研究，奠定了实验方法学基础。     

黑龙江东部盆地群早白垩世早期海侵作用续探——以鸡西盆地鸡 D7井为例

黑龙江东部盆地群是我国东部重要的中生代陆相含油气区,属东北含油气亚区的一部分.早白垩世以陆相湖泊沉积为主,但有多次规模不等的海侵事件发生,本次研究进一步对鸡西盆地鸡 D7井下白垩统城子河组和穆棱组砂岩的结构构造、矿物排列、碎屑岩组分、胶结物、综合结构系数、重矿物等特征进行了综合分析研究:在早白垩世地层发现了具典型滨海潮下带特征的双粘土层构造;该层位砂岩多为少石英或者石英含量在25%左右的长石岩屑砂岩和岩屑长石砂岩;胶结物以碳酸盐为主;受海侵作用影响,城子河组砂岩综合结构系数平均值为20.16,穆棱组平均值为46.65,表明穆棱期比城子河期受海侵影响更为明显;并且在砂岩中发现重矿物20余种,呈条带状富集,尤其是特征矿物海绿石、自生独居石、莓状黄铁矿及自然金等具明显海侵相特征.本次研究为黑龙江东部盆地群海侵的存在提供了一系列沉积学证据.     

Strain fields and mechanical response of a highly to medium fissured bentonite clay

This article presents the developments of an ongoing research aimed at modelling the influence of fissuring on the behaviour of clays. In particular, it recalls the main results of an extensive laboratory investigation on a fissured bentonite clay from the south of Italy and presents the data of a new investigation on the evolution with shearing of the strain fields developing within the clay, resulting from Digital Image Correlation (DIC). Element test results are analysed in the framework of continuum mechanics and linked to the clay fissuring features, once characterised using the Fissuring IDentity (F‐ID) chart. This article compares the bentonite behaviour with that of other fissured clays of different F‐IDs, highlighting the common behavioural features. Thereafter, the soil response at the macro level is related to the DIC‐derived strain fields evolving within the clay with loading. For this purpose, DIC was successfully used to investigate the deformation processes active in the fissured clay and the sources of the localisation phenomena. DIC is shown to provide indications of the extent to which highly to medium fissured clays element test results can be of use to model the clay behaviour according to continuum mechanics. Copyright © 2012 John Wiley & Sons, Ltd.     

Geotechnical Aspects of Clayey Sediments Off Badagara on the Kerala Coast,India

Offshore geotechnical surveys form part of an integrated investigation to rejuvenate a decrepit minor port at Badagara, Kerala on the southwestern coast of India. The sediments typify a fluvio-marine milieu ranging from silty clay, sand, silty sand, sandy silt and clayey silt. Geotechnical and sedimentological studies of shallow cores reveal the geotechnical aspects besides the depositional history of the sediments. Downcore geotechnical variations and regressive coefficients based on their inter-relationships highlight diverse factorial inferences. X-Ray Diffraction data indicate the prominent clay type.

A comparative evaluation of the geotechnical characteristics of clayey sediments off Badagara, with similar studies along various sectors of the Kerala coast, both on land as well as in the near shore, is broadly attempted. Geotechnical studies carried out earlier on the uplifted Cochin marine clays provide comparative data for evaluating the possible variations between present day marine clayey sediments occurring along the Kerala coast and uplifted marine clays which, besides their gross variations in levels with respect to the present sea-level, also obviously relate to a much older depositional environment and provenance during probable Holocene times.     

Constitutive modelling of fine-grained gassy soil: A composite approach

Fine-grained marine sediments containing large undissolved gas bubbles are widely distributed around the world. Presence of the bubbles could degrade the undrained shear strength (s_u ) of the soil, when the gas pressure u_g is relatively high as compared with the effective stress in the saturated soil matrix. Meanwhile, the addition of bubbles may also increase s_u when the difference between u_g and pore water pressure u_w becomes smaller than the water entry value, causing partial water drainage from the saturated matrix into the bubbles (bubble flooding) during globally undrained shearing. A new constitutive model for describing the two competing effects on the stress-strain relationship of fine-grained gassy soil is proposed within the framework of critical state soil mechanics. The gassy soil is considered as a three-phase composite material with compressible cavities, which allows water entry from the saturated matrix. Bubble flooding is modelled by introducing an additional positive volumetric strain increment of the saturated clay matrix, which is dependent on the difference between pore gas and pore water pressure based on experimental observations. A modified hardening law based on that of the modified Cam clay model is employed, which in conjunction with the expression for bubble flooding, can describe both the detrimental and beneficial effects of gas bubbles on soil strength and plastic hardening in shear. Only two extra parameters in addition to those in the modified Cam clay model are used. It is shown that the key features of the stress-strain relationship of three fine-grained gassy soils can be reproduced satisfactorily.