Giáo trình tiếng anh cho bài toán Nền MóngĐược coi là tài liệu tham khảo kỹ thuật tiêu chuẩn về cơ sở Móng Nông , phiên bản này củng cố vị trí đó. Hoàn toàn làm lại và được viết bởi một trong những người kỹ sư hàng đầu trong lĩnh vực này , nó bao gồm tất cả những phát triển mới nhất và cách tiếp cận. Kém phần quý giá để các nhà nghiên cứu và các nhà thiết kế cũng như đối với sinh viên kỹ thuật , tài nguyên này cập nhật dữ liệu và cung cấp lý thuyết về năng lực chịu cuối cùng và cho phép của các cơ sở móng nông sửa đổi . Nó cho biết thêm để sàng lọc một số hoàn cảnh đặc biệt như cơ sở trên đất với cường geogrid cũng như các mối quan hệ khả năng chịu lực cho móng nông chịu tải trọng lệch tâm và nghiêng. Nó cũng bao gồm cả các tiến bộ trong các vật liệu gia cố.
[...]... for Foundations with Depth of Foundation Df Greater Than Zero 278 7.3.4.1 Settlement at Ultimate Load 278 7.3.5 Ultimate Bearing Capacity of Shallow Foundations on Geogrid-Reinforced Sand 280 7.3.6 Tentative Guidelines for Bearing Capacity Calculation in Sand 281 7.3.7 Bearing Capacity of Eccentrically Loaded Strip Foundation 282 7.3.8 Settlement of Foundations. .. Limits for allowable differential settlements of various structures are also available in building codes Thus, the final decision on the allowable bearing capacity of a foundation will depend on (a) the ultimate bearing capacity, (b) the allowable settlement, and (c) the allowable differential settlement for the structure 10 Shallow Foundations: Bearing Capacity and Settlement References 1 Terzaghi,... never observed This type of bearing capacity failure is called a local shear failure Figure 1.5a shows the same foundation located on a loose sand or soft clayey soil For this case, the load -settlement curve will be like that shown in Figure 1.5b A peak value of load per unit area q is never observed The ultimate bearing capacity qu is 4 Shallow Foundations: Bearing Capacity and Settlement Q B Df (a) Load... foundation; pa = atmospheric pressure ≈100 kN/m2; g = unit weight of sand 8 Shallow Foundations: Bearing Capacity and Settlement Table 1.1 Approximate Ranges of Su Soil Df B Su (%) B Sand Sand Clay Clay 0 Large 0 Large 5–12 25–28 4–8 15–20 1.4 Ultimate and Allowable Bearing Capacities For a given foundation to perform to its optimum capacity, one must ensure that the load per unit area of the foundation... categories shallow foundations and deep foundations Individual footings (Figure 1.1), square or rectangular in plan, that support columns and strip footings that support walls and other similar structures are generally referred to as shallow foundations Mat foundations, also considered shallow foundations, are reinforced concrete slabs of considerable structural rigidity that support a number of columns and. .. may be transmitted to a greater depth by piles and drilled shafts, which are considered deep foundations This book is a compilation of the theoretical and experimental evaluations presently available in the literature as they relate to the load -bearing capacity and settlement of shallow foundations The shallow foundation shown in Figure 1.1 has a width B and a length L The depth of embedment below the... discussion on shape factors as well as scale effects on the bearing capacity tests conducted on granular soils Ultimate bearing capacity relationships for shallow foundations subjected to eccentric and inclined loads have been added in Chapter 3 Published results of recent laboratory tests relating to the ultimate bearing capacity of square and circular foundations on granular soil of limited thickness underlain... reinforcement in granular soil to increase the ultimate and allowable bearing capacities of shallow foundations and also to reduce their settlement under various types of loading conditions The reinforcement materials include galvanized steel strips and geogrids Chapter 7 presents the state of the art on this subject Shallow foundations (such as transmission tower foundations) are on some occasions subjected... Chapters 2, 3, and 4 present various theories developed during the past 50 years for estimating the ultimate bearing capacity of shallow foundations under various types of loading and subsoil conditions In this edition new details relating to the variation of the bearing capacity factor Ng published more recently have been added and compared in Chapter 2 This chapter also has a broader overview and discussion... Ultimate Bearing Capacity The ultimate load per unit area of the foundation (that is, the ultimate bearing capacity qu) for a soil with cohesion, friction, and weight can now be given as qu = qq + qc + qγ (2.30) Substituting the relationships for qq, qc, and qg given by equations (2.12), (2.22), and (2.29) into equation (2.30) yields 1 qu = cN c + qN q + γ BN γ 2 (2.31) where Nc, Nq, and Ng = bearing capacity . Dynamic Bearing Capacity and Settlement 229 6.1 Introduction 229 6.2 Effect of Load Velocity on Ultimate Bearing Capacity 229 6.3 Ultimate Bearing Capacity under Earthquake Loading 231 6.4 Settlement. Soil 58 2.12 Allowable Bearing Capacity with Respect to Failure 63 2.12.1 Gross Allowable Bearing Capacity 63 2.12.2 Net Allowable Bearing Capacity 64 2.12.3 Allowable Bearing Capacity with Respect. Elastic Settlement 177 5.4.1 Flexible and Rigid Foundations 177 5.4.2 Elastic Parameters 180 5.4.3 Settlement of Foundations on Saturated Clays 181 5.4.4 Foundations on Sand—Correlation with Standard