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111.
从深基坑安全监测实例出发,介绍了一种简便、易行、稳定、可靠的射线形水平位移基准网,同时适用用小角法高精度位移监测.另外就温度的变化对水平位移值的影响,降水施工对地面沉降,深层土体位移的影响及测斜管埋设的重要性提出了自己的观点、认识与体会,希望对类似工程有一定参考价值. 相似文献
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113.
Summary The uncertainty in aerosol size distributions is a main source of errors in aerosol optical thickness determined from satellite
measurements. To reduce the errors resulting from the uncertainty in aerosol size distributions, we have performed sensitivity
analyses. It is found the errors resulting from the uncertainty in aerosol size distribution can be considerably reduced by
using the Junge power law to approximate the aerosol size distribution in an actual atmosphere, if the exponent value is determined
at the same time. An iterative algorithm is then developed for the simultaneous determination of aerosol optical thickness
and the exponent of the Junge power law over ocean areas from the upwelling radiances measured in AVHRR visible and near infrared
channels. A number of numerical experiments are carried out to investigate the validity of the Junge power law approximation
by assuming the aerosol size distributions in an actual atmosphere are bimodal with different mode parameters, and by using
the actual aerosol size distributions determined at several places by Kaufman et al. (1994). The results show that the errors
in determined aerosol optical thickness resulting from the Junge power law approach are significantly reduced. The iterative
algorithm is investigated further by comparing the aerosol optical thickness deduced from satellite measurement with that
observed by a sun photometer.
Received October 10, 2001 Revised December 28, 2001 相似文献
114.
DGSC—203型液动射流冲击器在地热井的试验 总被引:4,自引:0,他引:4
介绍了新研制的DGSC-203石油钻井液动射液冲击器的性能参数及结构设计上的创新点,测试所获得的排量与压降之间的关系曲线可指导冲击器的使用。生产性试验证明该冲击器工作稳定,可大幅度提高硬地层钻井效率,克服钻柱振动,延长钻柱的使用寿命,具有良好应用前景。 相似文献
115.
森林火普遍发生在地质历史时期中,它对自然植被系统的演替起着重要作用。不同强度和频率的森林火培育出不同类型的植被:频繁的森林火导致草甸的形成,而热带雨林形成的原因之一是森林火的缺乏。古炭屑作为古森林火的遗迹,具有分布广泛、细胞结构保存完好以及原地埋藏等特点,为研究古森林火发生的强度和频率提供了宝贵的材料。古炭屑的出现与当时的气候因素、植被类型和地理状况有密切关系:干旱、少雨的气候常常伴随高频率森林火的发生,表现出古炭屑的数量增多;易燃物种组成的植被易发生森林火,古炭屑的出现也会增多,而耐火树种会降低森林火的强度,古炭屑则出现少。因此,从古炭屑的数量和种类的变化,可探讨古森林火的发生规律,进而推断长期地质历史时期的气候、植被、地理状况的演变。 相似文献
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The response of low‐ductility reinforced concrete (RC) frames, designed typically for a non‐seismic region, subjected to two frequencies of base excitations is studied. Five half‐scaled, two‐bay, two‐storey, RC frames, each approximately 5 m wide by 3.3 m high, were subjected to both horizontal and/or vertical base excitations with a frequency of 40 Hz as well as a lower frequency of about 4 Hz (close to the fundamental frequency) using a shake table. The imposed acceleration amplitude ranged from 0.2 to 1.2g. The test results showed that the response characteristics of the structures differed under high‐ and low‐frequency excitations. The frames were able to sustain high‐frequency excitations without damage but were inadequate for low‐frequency excitations, even though the frames exhibited some ductility. Linear‐elastic time‐history analysis can predict reasonably well the structural response under high‐frequency excitations. As the frames were not designed for seismic loads, the reinforcement detailing may not have been adequate, based on the crack pattern observed. The effect of vertical excitation can cause significant additional forces in the columns and moment reversals in the beams. The ‘strong‐column, weak‐beam’ approach for lateral load RC frame design is supported by experimental observations. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
118.
Zhangxin Chen Richard E. Ewing Hao Lu Stephen L. Lyons Serguei Maliassov Michael B. Ray Tong Sun 《Computational Geosciences》2002,6(3-4):545-564
In this paper we employ mixed finite elements and numerically study an integrated two-dimensional model of fluid flow and compaction in a sedimentary basin. This model describes a single phase incompressible flow in a two-dimensional section of a sedimentary basin with vertical compaction. At each time step, an iterative algorithm is used to solve this model. The determination of the grid movement is based on the mass conservation and movement of sediments in the basin, while the mixed method is utilized to solve the fluid flow over the moving grid. Numerical experiments are presented to verify this iterative algorithm and show representative solutions for the model under consideration. 相似文献
119.
120.
The transient dynamic response of saturated soil under suddenly applied normal and horizontal concentrated loading is studied in this paper. The behavior of saturated soil is governed by Biot's consolidation theory. The general solutions for Biot equations of equilibrium are derived in terms of displacements and variations of fluid volume, using Laplace–Hankel integral transforms. The solutions in the time domain can be evaluated by numerical inverse Laplace–Hankel transforms. Selected numerical results for displacements, stresses, and pore pressures are presented. Comparisons with existing closed-form solutions for the elastic half-space are made to confirm the accuracy of the present solutions. The solutions can be used to study a variety of transient wave propagation problems and dynamical interactions between saturated soil and structures. 相似文献