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51.
桩网二元组合在加固软基中的应用研究 总被引:4,自引:0,他引:4
工程实践表明对软土地基工后沉降和不均匀沉降有特殊要求的构筑物,采用桩网加固地基是一种经济有效的处理方法。由于其作用机理、荷载传递方式是一个复杂的相互作用问题,本文运用应力扩散原理估算筋材承受的荷载,并由此计算筋材的拉力和割线模量,为桩网法设计提供理论依据。 相似文献
52.
利用面波频散反演场地参数的Occam法 总被引:2,自引:2,他引:2
将Constable等人1987在解释大地电磁测深资料时提出的Occam反演方法应用到面波频散反演之中,其思路是求满足一定的残差条件下的最光滑的模型。从文中反演的几组数据结果来看,该方法在面波反演中的应用效果是令人满意的。 相似文献
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Short period surface waves, recorded during a seismic refractionsurvey in the Sannio region (Southern Italy), have been modeled to infera shallow velocity model for the area. Based on the decrease of resolutionwith depth, due to the bias on group velocity estimates arising frominterference of the Rayleigh waves with higher modes, we carried out aprocedure of fitting, with synthetic seismograms, of selected filtered traceswith a gaussian filter, having a width at half height equal to 1 Hz and acentral frequency lying in the range [1,4] Hz. We estimated the likelihoodbetween synthetic and observed seismograms by measuring their semblance.In this way we were able to infer a more refined local velocity modelcharacterized by a high Vp and Vs vertical gradient in the sedimentarycover. Two ad hoc resolution studies, based on group velocity andamplitude data respectively, indicate that the local velocity model is a goodvelocity model also for the entire studied area. The increase in the numberof available data when using amplitude information allows us to make amore selective choice in the model parameter space (Vp and Vs of eachlayer) and to solve for the Vp/Vs ratio. The inferred Vp velocity in thehalf-space is equal to 2.8 km/s. This value is in excellent agreement withthat inferred by other authors (3 km/s) by modeling P-wave travel timevs. distance. The best-fit model furnish low Vp/Vs for the sedimentarycover so indicating a high degree of the sediment's compaction in thestudied area. The inferred shallow high-velocity gradient indicates thatthe shallow sedimentary layer in the area could trap and focus the energytraveling into it. 相似文献
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A Procedure for Determining the Reaction Curve of Shotcrete Lining Considering Transient Conditions 总被引:6,自引:0,他引:6
P. P. Oreste 《Rock Mechanics and Rock Engineering》2003,36(3):209-236
Summary
The mechanical behaviour of a shotcrete lining is analysed in this paper using the convergence-confinement approach. A calculation
procedure is presented which is able to provide the reaction curve of a lining with increasing stiffness, by taking into account
the variability due to time of the shotcrete stiffness and strength, as well as the face advancement rate. The proposed procedure
is also able to provide the change of the safety factor of the lining in time. This results to be a very useful tool for understanding
the behaviour of this widely used support and for assigning its thickness to guarantee stability (also in transient conditions),
with a known safety factor, during tunnel excavation.
Received May 25, 2001; accepted July 18, 2002; Published online January 21, 2003
Acknowledgements The author would like to thank Prof. S. Pelizza and Dr. S. Xu for the help given during the preparation of this paper. The
help of the Editor G. Barla is also acknowledged.
Authors' address: Dr. P. P. Oreste, Department of Earth Resources and Land, Politecnics di Torino, corso Duca degli Abruzzi 24, 1-10129 Torino,
Italy; e-mail: oreste@polito.it 相似文献
58.
We compare flux and concentration footprint estimates of athree-dimensional Lagrangian stochastic dispersion modelapplying backward trajectories with the results of ananalytical footprint model by Kormann and Meixner.The comparison is performed for varying stability regimesof the surface layer as well as for different measurementheights. In general, excellent correspondence is found. 相似文献
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SHUMING DU 《Boundary-Layer Meteorology》1997,83(2):207-219
In this paper, we evaluate the Lagrangian velocity structure function constant, C0, in the inertial subrange by comparing experimental diffusion data and simulation results obtained with applicable Lagrangian stochastic models. We find in several different flows (grid turbulence, laboratory boundary-layer flow and the atmospheric surface layer under neutral stratification) the value for C0 is 3.0 ± 0.5. We also identify the reasons responsible for earlier studies having not reached the present result. 相似文献