土工三轴试验方法-静动耦合试验     

贾革续  孔宪京 《世界地震工程》2005,21(2):1-6

尝试了一种新的土工三轴试验方法,即在一个试样同时得到与土体静动变形和强度特性相关的各种参数。文中讨论了采用耦合试验方法时应变循环大小对静力变形和强度特性的影响;并通过与常规试验结果的比较,给出了等效弹性模量、等效阻尼比和动永久应变等动力变形参数的试验结果。试验结果表明：采用耦合试验复杂加载方式,能够更深入地研究土体的静、动变形和强度特性,尤其在复杂应力条件下的动力变形特性方面。  相似文献   

非饱和土中剪切S波的传播特性分析          下载免费PDF全文

柳鸿博  周凤玺 《地震工程学报》2020,42(4):960-966

基于对非饱和多孔介质的研究成果,考虑孔隙中的液相和气相的相互影响,研究非饱和土地基中剪切S波的传播特性。通过非饱和土中固相、液相和气相的质量平衡方程、动量平衡方程和非饱和土有效应力原理,建立问题的弹性波动方程,经过理论推导给出非饱和土中剪切S波的弥散特征方程。通过数值算例分析剪切S波的波速和衰减系数随饱和度、频率和固有渗透系数等因素的变化规律。结果表明,剪切S波的波速几乎不受饱和度的影响,但其随着频率的增大而减小,随着固有渗透系数的增大先不变后增大;剪切S波的衰减系数随着饱和度和频率的增加均增大,而随着固有渗透系数的增大先不变后增大最后减小。  相似文献   

深厚软土场地基岩地震动反演——以天津波为例          下载免费PDF全文

梁建文  张萍  何颖 《世界地震工程》2020,(3):001-11

根据天津波地表加速度记录和相应实测场地钻孔资料,采用等效线性化方法模拟土体非线性,进行了深厚软土场地基岩地震动反演,研究了频率截断对深厚软土场地基岩地震动反演的影响,为天津波地表加速度记录提供了相应的基岩地震动输入。研究表明:不同截断频率情况下,反演得到的基岩地震动峰值和反应谱曲线形状均相差悬殊,但反演后再正演所得到的地面运动与原地表记录相比,加速度时程曲线形状和峰值大小、反应谱曲线形状和峰值大小均非常接近;可根据工程需要对地表加速度记录进行不同频率的截断,反演得到所需强度的基岩地震动。  相似文献   

Application of HVSR to estimating thickness of laterite weathering profiles in basalt     

Stephen Nelson  John McBride 《地球表面变化过程与地形》2019,44(7):1365-1376

Lateritic weathering profiles (LWPs) are widespread in the tropics and comprise an important component of the Critical Zone (CZ). The Hawaiian Islands make an excellent natural laboratory for examining the tropical CZ, where the bedrock composition (basalt) is nearly uniform and rainfall varies greatly. This natural laboratory is employed to assess the utility of the HVSR (horizontal/vertical spectral ratio) method to characterize the shear-wave velocity (V_s) structure of LWPs, particularly the depth to the contact between saprolite and basalt bedrock. LWP thicknesses determined from HVSR provide good agreement with multi-channel analysis of surface waves (MASW) profiles, well logs and outcrop. LWP thicknesses may be estimated from the fundamental mode equation or through forward models. Prior knowledge about the subsurface from well, outcrop, and MASW profiles may greatly aid modeling in some cases. For the 3.2 to 1.8 Ma Koolau Volcano on Oahu, the downward rate of advance of the weathering front varies from 0.004 to 0.041 m/ka. For the 0.44 to 0.10 Ma Kohala Volcano (Big Island of Hawaii) rates vary from 0.013 to 0.047 m/ka. Simple H/V spectra develop in areas where the combined effects of time and elevated rainfall produce thick LWPs with a flat base and a general absence of core stones with an ideal layered geometry. Abundant buried core stones violate the assumption of simple layered geometries and scatter acoustic energy, leading to uninterpretable results. This is common where low rainfall and a young basaltic substrate leave abundant core stones as well as an undulating contact between saprolite and bedrock. Velocity inversions (high V_s intervals within low V_s saprolite) may also be present and originate from relatively intact bedrock horizons or mineralogical changes within saprolite. At Kohala, a gibbsite-rich horizon produces such a velocity inversion due to enhanced weathering and subsequent collapse of saprolite in a discrete horizon. © 2019 John Wiley & Sons, Ltd.  相似文献   

Geochemical Atlas of the Slovak Republic at a scale of 1:1,000,000     

Kamil Vrana  Stanislav Rapant  Dušan Bodiš  Karol Marsina  Blanka Maňkovská  Ján ?urlík  Peter Šef?ík  Jozef Daniel  Ladislav Lu?ivjanský  Jaroslav Lexa  Silvester Pramuka 《Journal of Geochemical Exploration》1997,60(1):7-37

The Geochemical Atlas of Slovak Republic (49,036 km²) at a scale of 1 : 1,000,000 was compiled during 1991–1995 together with maps of associated geochemical and ecological features at a scale of 1 :200,000. Investigations were aimed at the evaluation of concentrations and distributions of Al, As, Ba, Be, Ca, Ce, Co, Cd, Cs, Cr, Cu, Fe, Ga, Hg, K, La, Li, Mg, Mn, Mo, Na, Ni, P, Pb, Rb, Sb, Se, Sn, Sr, Th, U, V, W, Y, Zn, Zr in groundwater (16,359 samples), stream sediments (24,422 samples), rocks (3839 samples), soils (9892 samples from 4946 profiles; A and C horizons of each profile were sampled) and forest biomass (the foliage of the forest tree species from 3063 plots was sampled). In groundwater field measurements of temperature, pH, conductivity, dissolved O₂, acidity, alkalinity were done. The evaluation was oriented to the natural radioactivity of the Slovak territory as follows: rocks (K, U, Th, U_tot and dose rate, 15,573 reference spectrometric points), radon risk and water (U_nat, ²²⁶Ra, ²²²Rn; 5271 samples). The main objective of the Geochemical Atlas was to construct single-component maps showing concentrations of chemical elements, compounds and measured parameters in the researched media of Slovakia at a scale of 1 : 1,000.000 and to create interactive databases of chemical composition and/or measured parameters of groundwater, biomass, rocks, soils, stream sediments and natural radioactivity, for the entire territory of the Slovak Republic. The single-component maps are not constructed in the part ‘Rocks’, where all the main rocks types of Slovakia are presented in the ‘Map of lithogeochemical rock types of Slovakia at a scale of 1: 500,000’. The edition of six atlases has been planned. In 1997 the first three atlases will appear (Groundwater, Biomass, Natural Radioactivity). Publishing of last three atlases (Rocks, Soils, Stream Sediments) is planned for 1998. Since the analytical works on stream sediments were finished during 1997, it was not possible to present here the results of that part of the Geochemical Atlas.  相似文献   

Geochemical and radioactivity mapping in Poland     

Józef Lis  Anna Pasieczna  Ryszard Strzelecki  Stanis?aw Wo?kowicz  Pawe? Lewandowski 《Journal of Geochemical Exploration》1997,60(1):39-53

In 1990 the Polish Geological Institute initiated geochemical mapping of the country aimed at determining the actual conditions of chemistry in the Earth's surficial environments (soils, water sediments, and surficial waters as well) and sea-floor deposits in the Polish economic sector of the Baltic Sea. The geochemical mapping on different scales covered the entire area of the country and selected more important urban agglomerations and industrial districts. Approximately 15,100 samples of soils, 16,200 samples of fresh water sediments, 14,600 samples of surface waters and 467 samples of marine deposits were collected and analysed. A list of geochemical atlases published by the Polish Geological Institute is presented. Investigation of the distribution of radionuclides (natural and artificial) has been done since 1992. Concentrations of U, Th, K, post-Chernobyl Cs and γ dose rate were measured. Approximately 20,000 points covering the whole country were measured. More detailed mappings were executed in the areas polluted by Cs.  相似文献   

Integrated geophysical surveys on railroads in permafrost areas     

A. Ivanov  S. Klepikov  M. Shirobokov  A. Urusov  A. Savin 《寒旱区科学》2013,5(5):0582-0586

The zones of thawed ground in the permafrost area are most dangerous from engineer-geologist effect point of view. Detection of such zones, as making forecast of their movement is the main task of engi...  相似文献   

A study on one-dimensional consolidation of layered structured aquitard soils in a leakage system     

An-Feng Hu  Hao Wu  Kang-He Xie  Ling-Han Yan 《Marine Georesources & Geotechnology》2017,35(3):318-329

Analytical solutions expressed using the hydraulic head for the one-dimensional consolidation of layered structured aquitard soils in a leakage system are deduced by transforming the n-layered structured soils into n + i (i = 1,2,…, n)-layered soils with gradually changing thicknesses, therein considering the behaviors of structured aquitard soils. The solutions are given in the case of instantaneous and linear decreasing confined aquifer water levels. By comparing three different examples, the effects of the structured behaviors on the consolidation characteristics are analyzed for the instantaneous decline of the confined aquifer water level.  相似文献   

Deltaic soil behavior classification using CPTu records—Proposed approach and applied to fifty-four case histories     

A. Eslami  M. Alimirzaei  E. Aflaki  H. Molaabasi 《Marine Georesources & Geotechnology》2017,35(1):62-79

For the past four decades, the CPT has played a key role in onshore and offshore soil investigations. One of the main applications of cone penetration test (CPT) is the soil behavioral classification. Most of the developed methods for soil identification using CPT and CPTu (piezocone) data are well categorized for common soils, such as clays, silts, and sands. Soils with low resistance or more compressibility generally involve problems in geotechnical engineering practice and construction projects. Consequently, these unusual deposits require further evaluation and more detailed data. Five major groups of problematic soils including: liquefiable, sensitive, peaty, collapsible, and expansive soils have been considered in this study. One hundred and forty CPT and CPTu test records were collected from fifteen countries. Sixty-one of the records are related to difficult soils. A brief comparison is performed for currently used soil behavioral classification charts, such as by Campanella et al. (1985 Campanella, R. G., P. K. Robertson, D. Gillespie, and J. Greig. 1985. Recent developments in in-situ testing of soils. Proceedings of 11th International Conference on Soil Mechanics and Foundation Engineering, ICSMFE, San Francisco, Vol. 2, 849–54. [Google Scholar]), Robertson (1990 Robertson, P. K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal 27 (1):151–58. doi:10.1139/t90–014[Crossref], [Web of Science ®] , [Google Scholar]), Jefferies and Davies (1991 Jefferies, M. G., and M. P. Davies. 1991. Soil classification using the cone penetration test: Discussion. Canadian Geotechnical Journal 28 (1):173–76. doi:10.1139/t91–023[Crossref], [Web of Science ®] , [Google Scholar]) and Eslami and Fellenius (1997 Eslami, A., and B. H. Fellenius. 1997. Pile capacity by direct CPT and CPTu methods applied to 102 case histories. Canadian Geotechnical Journal 34 (6):886–904. doi:10.1139/cgj-34–6-886[Crossref], [Web of Science ®] , [Google Scholar]). Analysis based on CPT data indicates that a few commonly used charts recognize relatively well problematic deposits. However, further studies are needed to increase the accuracy and capability of methods. Existing charts have some problems due to the limitations of the nature of rectangular charts based on two axes. A new format of classification chart, i.e., triangular form containing cone tip resistance (q_c), sleeve friction (f_s), and pore pressure (u₂) is proposed for soil identification which can be realized in practice. The proposed chart with more accuracy and less scattering of data than the previous charts is able to identify soil types particularly for deltaic soils.  相似文献   

干湿循环作用下压实黏土力学特性与微观机制研究   总被引：1，自引：0，他引：1  

万勇  薛强  吴彦  赵立业 《岩土力学》2015,36(10):2815-2824

针对干湿循环作用下填埋场封场覆盖系统压实黏土防渗结构损伤等问题,系统开展了干湿循环作用下（室内模拟填埋场气候环境）压实黏土力学特性及微观结构特征试验研究,从微观层次揭示了压实黏土在干湿循环作用下变形特性和强度衰减内在本质。研究结果表明：随着干湿循环次数的增加,压实黏土初始变形段区间割线模量增加,末段区间割线模量大幅度降低,变化幅度随初始压实度的增加而增加;同时,压实黏土剪切强度呈减小趋势,但减小幅度随初始压实度和围压的增加而减小。经过3次干湿循环后,压实黏土发生不可逆的体积收缩,体积收缩比例随压实度的增加而减小,低压实黏土和高压实黏土的体积收缩20.5%和11.5%。同时,低压实黏土和高压实黏土的大孔体积增加25.7%和53.9%,微裂隙体积增加3.1%和41.7%,增加幅度随初始压实度的增加而增加。压实黏土不可逆的体积收缩致使土体更加密实,从而导致压实黏土初始切线模量和强度增加。同时,大孔体积增多和微裂隙的发育,导致压实黏土剪切强度和末端切线模量降低,干湿循环对不同压实度黏土力学特性影响是二者的综合表现。  相似文献