Model for degradation‐induced settlements as part of a coupled landfill model          下载免费PDF全文

S. Bente  V. Krase  U. Kowalsky  D. Dinkler 《国际地质力学数值与分析法杂志》2017,41(12):1390-1410

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Numerical simulation of thermal convection in compacting sedimentary basins     

Magnus Wangen 《Geophysical Journal International》1994,119(1):129-150

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Some engineering characteristics of a compacted lateritic residual soil     

B. Indraratna  P. Nutalaya 《Geotechnical and Geological Engineering》1991,9(2):125-137

Summary In many parts of the world, particularly in humid tropical regions, residual soils are abundant. In this paper the suitability of a residual lateritic soil as a construction material is investigated, with respect to its strength and compaction characteristics. In comparison with other typical construction fills available in Southeast Asia, compacted lateritic soils produce excellent shear strengths and CBR values. However, the brittleness and tensile cracking of this compacted material become enhanced on the dry side of the optimum moisture content, or if excessive compaction is imparted. Nevertheless, at a moisture content of 2% wetter than the optimum, the tensile mode of failure is suppressed and the lateritic fills become ideally suited for the construction of high embankments and impervious dam cores.  相似文献   

前兆信息的系统结构及其在地震综合预报中的应用          下载免费PDF全文

张启明 《地震工程学报》1994,16(4):47-53

本文讨论了地震前兆信息的系统结构．指出了系统结构在系统整体上获得信息增益的作用，并用层次分析法来确定系统结构矩阵。通过在滇西地区的实际应用，表明前兆信息的系统结构对地震综合预报具有一定意义。  相似文献   

Turbulence Closures In Neutral Boundary Layer Over Complex Terrain     

Silvia Trini Castelli  Enrico Ferrero  Dominico Anfossi 《Boundary-Layer Meteorology》2001,100(3):405-419

In this work, three turbulence closure models, Mellor andYamada level 2.5, E - l and E - implemented in a circulation model, are compared in neutral condition over complex terrain. They are firstly applied to a one-dimensional case on flat terrain and then to a schematic two-dimensional valley. The simulation results, in terms of wind field and turbulent kinetic energy, are tested against measurements from a wind-tunnel experiment. The empirical constants defining the characteristic length scales of the closures are modified based on turbulence parameters estimated in the experiment. The formulation of the diffusion coefficients is analysed to explain the differences among the various closures in the simulation results. Regarding the mean flow, both on flat and complex terrain, all the closures yield satisfactory results. Concerning the turbulent kinetic energy, the best results are obtained by E - l and E - closures.  相似文献   

Evaluation of density in layer compaction using SASW method   总被引：1，自引：0，他引：1  

Dong-Soo Kim  Min-Kyun Shin  Hyung-Choon Park   《Soil Dynamics and Earthquake Engineering》2001,21(1)

SASW test, which is non-intrusive and rapid in the field application, was used to evaluate the layer density in the roller compaction without performing the complicated inversion process. The concept of normalized shear wave velocity was introduced to minimize the effect of confinement in the density evaluation. SASW test was performed to determine the shear wave velocity of the layer, and the free–free resonant column (FF–RC) test was adopted to determine the correlation between the normalized shear wave velocity and density of the site, which is almost unique independent of confinement. Testing and data reduction procedures of both tests were briefly discussed and an evaluation procedure of the field density was proposed by effectively combining in-situ shear wave velocity determined by the SASW test with the correlation between the normalized shear wave velocity and the density determined by the FF–RC test. Finally, the feasibility of the proposed method was verified by performing a field case study at Hoengsung road construction site. Field densities determined by the proposed method matched well with those determined by sand cone tests, showing the potential of applying the proposed method in the field density evaluation.  相似文献   

Step-frequency radar applied on thin road layers     

X. Drobert  C. Fauchard  Cte  E. Le Brusq  E. Guillanton  J. Y. Dauvignac  Pichot 《Journal of Applied Geophysics》2001,47(3-4)

In the field of road construction and maintenance, the need for information on the thickness of very thin road layers is not satisfied by means of commercial pulse GPR, due to the inability of such devices to operate over ranges of several gigahertz. As a result, research has focused on the design of a step-frequency radar technique, able to work with very high-frequency synthetic pulses.An ultrawide band antenna, belonging to the family of Vivaldi antennas, has been developed for road applications. It has been created using stripline technology and yields a band width greater than one decade. During an initial step, this antenna was tested on various bituminous concrete samples with a network analyzer. Different parameters were studied, including band width, offset between antennas, and height and shape of the frequency-dependent pulse.A second step involved GPR dynamic measurements. A customized software program enabled recording data from the network analyzer. Several radar profiles were developed from selected road construction and maintenance test sites (e.g. the Circular Pavement Fatigue Test Track, composed of a number of known structures). Results show improved resolution when compared to a commercial impulse GPR system.  相似文献   

胡状集构造地层古厚度的恢复及其意义     

关振良  崔武林 《地球科学》1992,17(1):39-44

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A mathematical model for compaction in sedimentary basins   总被引：4，自引：0，他引：4  

D.M. Audet  A.C. Fowler 《Geophysical Journal International》1992,110(3):577-590

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Magnetic anisotropy as a correction for compaction-caused palaeomagnetic inclination shallowing     

K. P. Kodama  W. W. Sun 《Geophysical Journal International》1992,111(3):465-469

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