標(biāo)題: Titlebook: Geotechnical and Geoenvironmental Engineering Handbook; R. Kerry Rowe Book 2001 Kluwer Academic Publishers 2001 Drainage.Management.See.St [打印本頁] 作者: ARRAY 時間: 2025-3-21 19:30
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作者: 柔聲地說 時間: 2025-3-21 20:56
The Rights of Nature in Ecuador (settlements, heave or lateral deformations). In the context of limit state design these are referred to as the ultimate and serviceability limit states, respectively. To perform the design, it is necessary to: (1) calculate the loads from the structure that need transmission into the ground;(2) ob作者: 搜尋 時間: 2025-3-22 01:28 作者: GLEAN 時間: 2025-3-22 05:09
Beyond UNCED: Revenues and Reforms,uence, or be influenced by, a project. Geotechnical and environmental aspects should be jointly considered and evaluated. The basic purpose of site characterization is to provide sufficient, reliable information of the site conditions to permit good decisions to be made during assessment, design and作者: 巡回 時間: 2025-3-22 09:35 作者: harbinger 時間: 2025-3-22 13:33 作者: harbinger 時間: 2025-3-22 19:22
The Heterocyclic Antiviral Agents,the applications generally fall into the areas of geotechnical, environmental, transportation and hydraulic engineering. A number of specific applications using geosynthetics will be described in Chapters 13–19, 25–27 and 29, 30. Before dealing with applications, however, it is necessary to present 作者: Nonporous 時間: 2025-3-22 23:38
Creating Attractions and Tolerating Inequitynt of the conditions at the site and the selection of an appropriate groundwater control system is essential to the successful completion of the project. This chapter will describe procedures that can be of assistance in the assessment, selection, design, installation, operation and removal of groun作者: Free-Radical 時間: 2025-3-23 02:25
https://doi.org/10.1007/978-3-030-97810-5 also be used to carry uplift loads, to carry loads below scour level in marine situations, to resist lateral loadings, and to reduce the settlement of shallow pad or raft foundations. Resistance of piles to vertical loads is supplied by a combination of pile shaft friction and end bearing, and even作者: Hiatus 時間: 2025-3-23 08:43 作者: CANT 時間: 2025-3-23 12:41 作者: 詢問 時間: 2025-3-23 14:45 作者: 漂亮才會豪華 時間: 2025-3-23 18:50
Rita Kundu,Rajiv Narula,Susmita Mukherjeeuction and that drainage and consolidation start only after the end of construction. This approach has been widely used and has generally performed well for conventional design situations. However, observations during construction have shown that while this approach may often provide reasonable desi作者: Forehead-Lift 時間: 2025-3-24 00:57
978-1-4613-5699-8Kluwer Academic Publishers 2001作者: anchor 時間: 2025-3-24 02:39
Overview: 978-1-4613-5699-8978-1-4615-1729-0作者: 音的強弱 時間: 2025-3-24 09:23
https://doi.org/10.1057/978-1-349-91509-5properties and the tests used for their determination are briefly described. Correlations are provided for: (1) hydraulic conductivity, (2) at rest stress state, (3) compressibility and consolidation, (4) swelling and shrinkage, (5) shear strength and (6) dynamic properties. References are given to the sources of all correlations presented.作者: NAV 時間: 2025-3-24 10:53
Creating Attractions and Tolerating Inequitynt of the conditions at the site and the selection of an appropriate groundwater control system is essential to the successful completion of the project. This chapter will describe procedures that can be of assistance in the assessment, selection, design, installation, operation and removal of groundwater control systems.作者: 閑逛 時間: 2025-3-24 15:15
D. W. Mackay,P. J. Holmes,C. J. Redshawtive designs, including performance prediction; and (c) economic evaluation of the alternative designs. In a broader sense, pavement design is a major part of pavement management, which itself is a part of infrastructure or asset management (Haas .. 1994; Hudson et al. 1997).作者: BOOM 時間: 2025-3-24 19:15 作者: PLAYS 時間: 2025-3-25 03:02 作者: 腐蝕 時間: 2025-3-25 05:18
Pavement Designtive designs, including performance prediction; and (c) economic evaluation of the alternative designs. In a broader sense, pavement design is a major part of pavement management, which itself is a part of infrastructure or asset management (Haas .. 1994; Hudson et al. 1997).作者: REP 時間: 2025-3-25 08:52
M. A. Matilla-Vázquez,A. J. MatillaShallow foundations can be classified as those that are constructed on the ground surface or at shallow depth beneath the ground surface. A foundation is usually termed “shallow” if it is at a depth that is less than its breadth.作者: 攝取 時間: 2025-3-25 14:59
Limnological aspects of the St. Clair River,This chapter covers two main topics. The first deals with the design principles for foundations on rock specially those for tall buildings (Section 11.2): both shallow footings and piles socketed in rocks are addressed. The second topic deals with the safety assessment of concrete dams on rock foundations (Section 11.3).作者: exquisite 時間: 2025-3-25 18:32 作者: Circumscribe 時間: 2025-3-25 23:22 作者: MEEK 時間: 2025-3-26 00:21 作者: Aura231 時間: 2025-3-26 07:31
Dynamics of FoundationsGeotechnical engineers encounter problems related to the dynamic loading of foundations when designing foundations for machinery and vibrating equipment or designing foundations for structures subjected to seismic loading. This chapter will focus on the former case and the latter will be treated in Chapter 21.作者: FLINT 時間: 2025-3-26 09:09 作者: 信條 時間: 2025-3-26 15:41
s and Foundation Engineering to the International Society for Soil Mechanics and Geotechnical Engineering. In particular, geotechnical practice has expanded far beyond the traditional areas of soil mechanics and foundation engineering to include what is now commonly referred to as“geoenvironmental engineering.”作者: chandel 時間: 2025-3-26 17:04 作者: 厚顏 時間: 2025-3-26 21:05 作者: 都相信我的話 時間: 2025-3-27 01:48
https://doi.org/10.1007/978-3-030-97810-5stance developed near the ground surface. The soil in this region is often disturbed or else subjected to seasonal moisture changes that may affect the soil strength and stiffness significantly. Thus, prediction of the lateral behavior of piles may be even more difficult than vertical behavior.作者: 刪減 時間: 2025-3-27 08:55
Rita Kundu,Rajiv Narula,Susmita Mukherjeeus, if one wishes to predict the actual behavior of an embankment on clay, it is essential to have a good knowledge of the mechanical behavior of natural clays, as described in Chapter 2, and to understand what may happen under an embankment during construction as described in Section 16.1.1.作者: bypass 時間: 2025-3-27 11:39 作者: 咽下 時間: 2025-3-27 17:20 作者: 膝蓋 時間: 2025-3-27 19:47
Geosynthetics: Characteristics and Testingtype of background material. While the literature is abundant with references on geosynthetic properties and test methods, this review is quite brief. It follows the general description in Koerner (1998), which is more detailed.作者: maudtin 時間: 2025-3-27 22:21
Pile Foundationsstance developed near the ground surface. The soil in this region is often disturbed or else subjected to seasonal moisture changes that may affect the soil strength and stiffness significantly. Thus, prediction of the lateral behavior of piles may be even more difficult than vertical behavior.作者: 逗它小傻瓜 時間: 2025-3-28 05:30 作者: atopic 時間: 2025-3-28 09:08
The Rights of Nature in Ecuadorluate proximity to failure conditions, and with (b) the stress-strain behavior to evaluate deformations. Local building codes may place additional requirements on the design and construction procedures.作者: 我就不公正 時間: 2025-3-28 14:14
Ginro Endo,Guangyong Ji,Simon Silverundation of one type or another. Pile foundations and drilled shafts are discussed in Chapter 10 and in Kulhawy (1991). The design and construction of embankments on soft soils and peat pose special problems, and these are discussed in Chapter 16.作者: 安慰 時間: 2025-3-28 18:14
Basic Soil Mechanicsluate proximity to failure conditions, and with (b) the stress-strain behavior to evaluate deformations. Local building codes may place additional requirements on the design and construction procedures.作者: legitimate 時間: 2025-3-28 21:15 作者: 引起 時間: 2025-3-29 01:27
Geotechnical and Geoenvironmental Engineering Handbook作者: Obverse 時間: 2025-3-29 04:45
Geotechnical and Geoenvironmental Engineering Handbook978-1-4615-1729-0作者: PRO 時間: 2025-3-29 10:26 作者: BURSA 時間: 2025-3-29 12:16 作者: intuition 時間: 2025-3-29 18:31 作者: 木質(zhì) 時間: 2025-3-29 20:22 作者: Hemoptysis 時間: 2025-3-30 02:55
Basic Rock Mechanics and Testingtween different rock formations, (2) an index to represent the variation of material behavior over a proposed site, (3) upper bound values such as elastic modulus and strength, and (4) a component to which a “correction factor” may be applied to obtain the design value.作者: interlude 時間: 2025-3-30 07:23
Slopes and Mass Movementshe landslide, from just after the onset of failure until it essentially stops; and (d) the reactivation stage, when the soil or rock mass slides along one or several pre-existing shear surfaces. This reactivation is generally occasional. Continuous movements with seasonal variations of the rate of m作者: Aggressive 時間: 2025-3-30 08:29
Introductionr of related international societies (e.g. International Society for Rock Mechanics, International Geosynthet-ics Society, International Tunnelling Association, International Association for Computer Methods and Advances in Geomechanics, International Association of Hydrogeologists, International As作者: BOGUS 時間: 2025-3-30 13:40 作者: 不合 時間: 2025-3-30 17:56 作者: 形容詞詞尾 時間: 2025-3-30 21:28 作者: convulsion 時間: 2025-3-31 02:18 作者: 黃油沒有 時間: 2025-3-31 08:23
Basic Rock Mechanics and Testingetween parameters measured in the laboratory and the design parameters used in field problems. This concept is particularly important in the practice of rock engineering because laboratory tests described in subsequent sections are performed on small specimens of intact rock. In contrast, the rock m作者: 預(yù)定 時間: 2025-3-31 09:32
