长江三角洲全新世环境演变与人地关系研究综述   总被引：9，自引：1，他引：9  

曹光杰  王建 《地球科学进展》2005,20(7):757-764

综合分析了近20年来长江三角洲全新世环境演变与人地关系研究的进展，着重对长江三角洲的形成与演变、环境演变与人类活动、人地关系的历史演变、古环境研究方法等进行了综述。指出今后研究的主要内容，包括多种环境替代指标的相互验证，高分辨率研究，定量研究，加强环境质量的时空演变研究，加强综合研究，寻求人地关系协调发展的途径。  相似文献   

Shear velocity structure in the Aegean area obtained by inversion of Rayleigh waves   总被引：2，自引：0，他引：2  

E. E. Karagianni  C. B. Papazachos  D. G. Panagiotopoulos  P. Suhadolc  A. Vuan  G. F. Panza 《Geophysical Journal International》2005,160(1):127-143

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Near-surface seismic anisotropy, attenuation and dispersion in the aftershock region of the 1999 Chi-Chi earthquake   总被引：1，自引：0，他引：1  

Yunfeng Liu  Ta-Liang Teng  Yehuda Ben-Zion 《Geophysical Journal International》2005,160(2):695-706

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Mantle tectonics beneath New Zealand inferred from SKS splitting and petrophysics   总被引：1，自引：0，他引：1  

Mathieu Duclos  Martha K. Savage  réa Tommasi  Ken R. Gledhill 《Geophysical Journal International》2005,163(2):760-774

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Reply to Discussion by Kayabali on “Attenuation relationship based on Turkish strong motion data and iso-acceleration map of Turkey” by Ulusay et al., Eng. Geol., 37 (2004)     

R. Ulusay  E. Tuncay  H. Sonmez  C. Gokceoglu 《Engineering Geology》2005,79(3-4):296-299

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沉降-时间曲线呈“S”型的证明及其应用——从土体本构关系   总被引：6，自引：0，他引：6  

梅国雄  宰金珉  殷宗泽  赵维炳 《岩土力学》2005,(Z1)

从土体本构关系出发,严格证明了在线性加载或近似线性加载情况下(这和岩土工程实际加载相类似),沉降-时间曲线呈“S”型,并由此建立了新的沉降-时间预测模型,工程应用证明了该模型的合理性。  相似文献   

Kinematic analysis of sinistral cataclastic shear zones along the northern margin of the Mino Belt, central Japan   总被引：1，自引：0，他引：1  

Masakazu Niwa  Kazuhiro Tsukada  Shiro Tanaka 《Journal of Asian Earth Sciences》2005,24(6):787

In this paper, cataclastic shear zones along the northern margin of the Mino Belt, central Japan are described, and the significance of the shearing in the tectonic evolution of SW Japan is examined. The Mino Belt in SW Japan is composed of accretionary complexes of Jurassic to Early Cretaceous age. Field investigation revealed that remarkable cataclastic shear zones trending east to northeast run along the northern margin of the Mino Belt. Closely spaced cleavage is developed in these shear zones. Lineation on the cleavage plunges at shallow to moderate angles. Deformation structures (e.g. composite planar fabric and asymmetric structure of clasts) in the sheared rocks clearly indicate a sinistral sense of shear. The shearing ceased by latest Cretaceous time, because the sheared rocks are overlain by unsheared Upper Cretaceous volcanic rocks. The sinistral shearing may be closely related to Cretaceous sinistral movement along the eastern margin of Asia. Sinistral shearing along the northern margin of the Mino Belt can be considered as a key for re-examining the tectonic development of SW Japan.  相似文献   

Proof of settlement-time curve appearing “S” shape with ramp load and its application base on stress-strain relationship   总被引：1，自引：0，他引：1  

MEI Guo-xiong  ZAI Jin-min  YIN Zong-ze  ZHAO Wei-bing 《岩土力学》2005,26(Z1):21-24

Based on stress-strain relationship of soil, the proof is made for that s-t curve appears “S” shape when the load is increased linearly, which is similar to construction process. A new model of forecasting the relation of settlement-time is presented. Case history shows the rationality of the method.  相似文献   

Mechanical transitional behavior of binary mixtures via DEM: Effect of differences in contact-type friction coefficients     

《Computers and Geotechnics》2017

This report presents a numerical investigation of the shear behavior of binary mixtures via a two-dimensional discrete element method. The effect of the coarse particle content on the peak shear strength of mixtures is investigated for different contact-type friction coefficients. A detailed analysis on the anisotropies enables us to understand the microscopic mechanisms that result in the dependency of the peak shear strengths on the coarse particle content. The contributions of different contact types to the peak shear strength are quantified. Lastly, the inter-particles structures are examined when the binary mixtures become coarse-particle-supported structures.  相似文献   

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

Zhiwei Gao  Yi Hong  Lizhong Wang 《国际地质力学数值与分析法杂志》2020,44(9):1350-1368

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.  相似文献