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《Geotechnical and Geological Engineering》2005,23(1):105-110
Instructions for authors
Geotechnical and Geological Engineering 相似文献2.
《Geotechnical and Geological Engineering》2004,22(1):155-160
Instructions for Authors
Geotechnical and Geological Engineering 相似文献3.
Planning Geotechnical Investigation Using ANFIS 总被引：2，自引：2，他引：0
Bojan Žlender Primož Jelušič Djamalddine Boumezerane 《Geotechnical and Geological Engineering》2012,30(4):975-989
Engineering experience may be written in mathematical form by using adaptive network-based fuzzy inference system (ANFIS). In this article we propose a method to use engineering experience and build a model, which can be used as a systematic decision support tool for engineers dealing with new problems. Planning geotechnical investigations is based on experience, which are used to obtain optimal number of investigation points, field and laboratory tests. To achieve this objective we define minimum number of investigation points and several input parameters which could increase or decrease the number of investigation points. The expert’s evaluations were put in a table, from which we generate the basis of the system. The paper presents a concept for planning geotechnical investigation for buildings using ANFIS and practical examples show its usefulness. 相似文献
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钙质土层有着特殊的工程性质，本文对钙质土层工程地质调查的原位测试技术进行了回顾，并对南沙群岛部分岛礁的工程地质普查结果进行了分析。 相似文献
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The aridity of the Arabian Peninsula's deserts ranges between arid to hyperarid with hot dry climate, scarce precipitation and sparse vegetation. These harsh environmental conditions enhance some geomorphologic processes more than others, cause specific geotechnical problems, and increase desertification.From west to east, the general physiography of Saudi Arabia shows the Red Sea coastal plains and the escarpment foothills called Tihama followed by the Arabian Shield mountains, the Arabian Shelf plateau and finally the Arabian Gulf coastal plains. Sand moves by wind either as drifting sand or migrating dunes in four major sand seas, over the Arabian Shelf, and in the inter-mountain valleys, in the Arabian Shield causing problems of erosion and deposition. Human activities in the deserts may cause more instability to the sand bodies, enlarging the magnitude of the problem. Fine silty soil particles also move by wind, depositing loess mainly in selected areas downwind in the Tihama. These loess deposits subside and may form earth fissures by the process of hydrocompaction upon wetting. The addition of water can be either natural through storms or man-made through human agricultural or civil activities. Extensive sabkhas exist along the coastal plains of both the Red Sea and Arabian Gulf. The sabkha soil may also heave by salt re-crystallization or collapse by wetting. The shallow groundwater brines present in sabkhas also attack and corrode civil structures. Urbanization and excessive groundwater pumping may also deplete the fresh groundwater resources and may cause subsidence, ground fissuring and surface faulting as observed in some locations in the Arabian Shield. Although the average annual precipitation is very low, rain usually falls in the form of torrential storms, collected by dry valley basins and causing floods to unprotected downstream areas on the coastal plains of the Red Sea.The desert environment, being a fragile echo system, needs to be treated with care. Intercommunications between different national and international agencies and education of the layman should help to keep the system balanced and reduce the resulting environmental hazards. In addition, any suggested remedial measures should be planned with nature and engineered with natural materials. 相似文献
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随着工程建设的日渐增多,室内土工试验项目和数量也相应增多。在工期紧、任务急的情况下,出现不确切问题较为明显。分析认为,土工试验产生误差的原因主要是现场取样不合理、土质本身的特殊性、试验方法的缺陷以及操作的不规范造成的,并提出了相应的改进措施。最后指出,土样加荷试验时,每块砝码的加压时间掌握在6s为宜;应采用76g锥下沉深度17mm时测得的含水率为液限标准;蜂窝结构和絮凝结构的土不能用作天然地基;窒内试验结果与野外描述有差别时,应根据具体情况分段或单独取样试验。 相似文献
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本文对土工合成材料在岩土工程各领域中的应用作了简要介绍,并通过工程实例,介绍了目前取得的成果和经济效益。 相似文献
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Xu Zhongsheng 《岩土力学》1989,10(4):55-65
The use of geosynthetics in every domain of the geotechnical engineering is briefly introduced in this paper. The results and economic benefits obtained at present is also introduced with some engineering examples. 相似文献
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Geotechnical properties of municipal sewage sludge 总被引：3，自引：0，他引：3
Brendan C. O’Kelly 《Geotechnical and Geological Engineering》2006,24(4):833-850
The geotechnical properties of municipal sewage sludge, in particular those pertinent to the handling and landfilling of the
material, are presented. Index, drying, compaction, shear strength and consolidation tests were conducted on the material
at different states of biodegradation. The organic content and specific gravity of solids were found to be inversely related,
with typical organic contents of 50–70% and specific gravity of solids values of 1.55–1.80. The density of the compacted material
was low in comparison with mineral soils. Standard Proctor compaction yielded a maximum dry density of 0.56 tonne/m3 at 85% water content. Laboratory vane-shear and triaxial compression tests indicated that, below about 180% water content,
the shear strength of the sludge material increased exponentially with reducing water content. Consolidated-undrained triaxial
compression tests on the pasteurised sludge material indicated an effective angle of shearing resistance of 32° for the moderately
degraded material and 37° for the strongly degraded material. Biogas was produced at rates of up to 0.33 L/day/kg slurry due
to ongoing biodegradation and the resulting pore pressure response must be taken into account in any stress analysis. Consolidation
tests using the hydraulic consolidation cell, oedometer and triaxial apparatus indicated that the sludge material was highly
compressible although practically impermeable, for example the coefficient of permeability for the moderately degraded slurry
was of the order of 10−9m/s. However, creep deformation was significant with typical coefficient of secondary compression values of 0.02–0.08 for
the compacted material. A more free-draining material was produced at higher states of biodegradation. 相似文献
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沈小克同志是国内岩土工程界青年专家，在1986-1987年作为访问学者到挪威科技大学土木与环境工程学院岩土工程系访学期间，系统学习岩土工程理论方法和测试分析技术，并与外国同行进行学术交流，获得国际著名岩土工程专家Nilmar Janby的高度评价。 相似文献
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Geotechnical engineering practice for collapsible soils 总被引：3，自引：0，他引：3
Sandra L. Houston William N. Houston Claudia E. Zapata Chris Lawrence 《Geotechnical and Geological Engineering》2001,19(3-4):333-355
Conditions in arid and semi-arid climates favor the formation of the most problematic collapsible soils. The mechanisms that account for almost all naturally occurring collapsible soil deposits are debris flows, rapid alluvial depositions, and wind-blown deposits (loess). Collapsible soils are moisture sensitive in that increase in moisture content is the primary triggering mechanism for the volume reduction of these soils. One result of urbanization in arid regions is an increase in soil moisture content. Therefore, the impact of development-induced changes in surface and groundwater regimes on the engineering performance of moisture sensitive arid soils, including collapsible soils, becomes a critical issue for continued sustainable population expansion into arid regions.In practicing collapsible soils engineering, geotechnical engineers are faced with (1) identification and characterization of collapsible soil sites, (2) estimation of the extent and degree of wetting, (3) estimation of collapse strains and collapse settlements, and (4) selection of design/mitigation alternatives. Estimation of the extent and degree of wetting is the most difficult of these tasks, followed by selection of the best mitigation alternative. 相似文献
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Detailed geotechnical data is often a major unknown factor in open pit design and mining, the lack of which constitutes a significant risk in any mining venture. As geotechnical data is accumulated so the risk of unforeseen conditions reduces, and so safety and productivity can be increased. Previously, most geotechnical work undertaken at open pit mines has focused on the slopes. The work done at Sandsloot open pit situated on the northern limb of the Bushveld Complex, 250 km north east of Johannesburg, however, has involved using geotechnical data for production, as well as slope stability benefits. Solutions to production problems encountered in a rapidly developing open pit are best formulated once some geotechnical control at the pit has been attained. At Sandsloot open pit this was achieved by delineation of geotechnical design zones from a detailed face mapping and drilling programme. Optimum design parameters then were assigned to these zones and geotechnically related problems assessed. This allowed slope management programmes to be initiated, as well as slope optimization of the hangingwall. The latter resulted in an improved slope configuration and an increase in the ultimate angle of the wall by 7°. This resulted in substantial savings, as well as an improvement in safety. In addition, the zones can be used for planning, costing and pit scheduling. The methods have proved successful in optimizing blast fragmentation and thereby loading, crushing and milling rates; in reducing secondary blasting and improving floor conditions; and in reducing drilling, blasting and comminution costs. 相似文献
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公路工程建设呈现的岩土工程问题主要有地基稳定问题、边坡稳定问题、围岩稳定问题和渗透稳定问题。这些问题对工程的影响体现在变形和强度两个方面,根据工程的功能和性质,应考虑按变形控制或强度控制来确定工程安全标准和评价工程稳定性。基于岩土工程问题的产生条件,提出了在工程实践中应注重的内容及研究方向,如：路基岩土的强度与变形特性研究、地基处理技术及工程特性研究、深基础与地基相互作用研究、边坡稳定性评价方法研究、边坡治理技术及可靠性研究、围岩与结构应力变形研究、地下水对各种岩土体的作用研究等等。 相似文献
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The paper explores application of the engineered increase in soil permeability, achieved using reaction of guanidinium solutions with smectite soils, to geotechnical problems. The comparison between the finite element analysis of the enhanced permeability model for axisymmetric conditions and a simplified analytical solution demonstrates the importance of accounting for diffusive and dispersive fluxes. In order to illustrate possible practical application of the proposed soil improvement technique, two geotechnical examples have been numerically explored: improving performance of a ground water well and the stabilization of a slope by chemically enhanced drainage. For the well application, it has been demonstrated that for a relatively small degree of treatment, the power consumption can be reduced to a half, compared with the non‐treated soil. For the slope stability application, the water table downstream of the drain can be significantly lowered using moderate pump/collector pressures at the centre of the drain, causing a higher increase in the factor of safety for a larger area subjected to the chemically enhanced drainage. The particularly promising result is that in both applications the largest gain in the well/drain efficiency has been observed for smaller chemically enhanced areas, where a short duration of treatment and small amounts of chemicals decrease the power consumption and increase the safety factor at the highest rate. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
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