- Văn bản
- Lịch sử
5-11. Settlement.a. EM 1110-2-1904.
5-11. Settlement.
a. EM 1110-2-1904. A discussion on the various factors involved in the settlement of a structure, on methods for estimating settlements, and on the limitations in the accuracy of conducting settlement analyses from laboratory tests is contained in EM 1110-2-1904. The principles and methods presented are applicable to a majority of civil works projects. Additional information for unique or special projects can be obtained from various texts on soil
mechanics. The computer program CSETT (Appendix 0) can assist in performing a settlement analysis.
b. Allowable Settlement. The maximum value of angular distortion (settlement/length of structure) which can be tolerated without cracking of reinforced concrete retaining walls is 0.002 to 0.003 radian (Duncan and Buchignani 1976).
5-12. Deep-Seated Slidinq. A deep-seated sliding analysis should be performed to check for sliding within weak layers which may exist beneath structures. The analysis should be in accordance with procedures outlined in paragraph 4-16. Active and passive wedges should be located a sufficient distance apart to allow a rotational slip surface to develop. Generally, a slip plane inscribed in an arc with a radius equal to the height of the active wedge will comply with this requirement (Figures 5-2 and 5-3). When the wall is resting on thick strata of weak soils, shallow shear failure should be investigated. This may be assumed to occur below the base of the retaining or flood wall along a cylindrical surface passing through the heel (Figure 5-4).The minimum factor of safety, which must not be less than 1.5, is determined by
trial and error by changing the center of the trial circle.
a. EM 1110-2-1904. A discussion on the various factors involved in the settlement of a structure, on methods for estimating settlements, and on the limitations in the accuracy of conducting settlement analyses from laboratory tests is contained in EM 1110-2-1904. The principles and methods presented are applicable to a majority of civil works projects. Additional information for unique or special projects can be obtained from various texts on soil
mechanics. The computer program CSETT (Appendix 0) can assist in performing a settlement analysis.
b. Allowable Settlement. The maximum value of angular distortion (settlement/length of structure) which can be tolerated without cracking of reinforced concrete retaining walls is 0.002 to 0.003 radian (Duncan and Buchignani 1976).
5-12. Deep-Seated Slidinq. A deep-seated sliding analysis should be performed to check for sliding within weak layers which may exist beneath structures. The analysis should be in accordance with procedures outlined in paragraph 4-16. Active and passive wedges should be located a sufficient distance apart to allow a rotational slip surface to develop. Generally, a slip plane inscribed in an arc with a radius equal to the height of the active wedge will comply with this requirement (Figures 5-2 and 5-3). When the wall is resting on thick strata of weak soils, shallow shear failure should be investigated. This may be assumed to occur below the base of the retaining or flood wall along a cylindrical surface passing through the heel (Figure 5-4).The minimum factor of safety, which must not be less than 1.5, is determined by
trial and error by changing the center of the trial circle.
0/5000
5-11. Settlement.a. EM 1110-2-1904. A discussion on the various factors involved in the settlement of a structure, on methods for estimating settlements, and on the limitations in the accuracy of conducting settlement analyses from laboratory tests is contained in EM 1110-2-1904. The principles and methods presented are applicable to a majority of civil works projects. Additional information for unique or special projects can be obtained from various texts on soilmechanics. The computer program CSETT (Appendix 0) can assist in performing a settlement analysis.b. Allowable Settlement. The maximum value of angular distortion (settlement/length of structure) which can be tolerated without cracking of reinforced concrete retaining walls is 0.002 to 0.003 radian (Duncan and Buchignani 1976).5-12. Slidinq sâu ngồi. Một phân tích sâu xa trượt nên được thực hiện để kiểm tra cho trượt trong yếu lớp mà có thể tồn tại dưới cấu trúc. Các phân tích nên phải phù hợp với quy trình được nêu tại khoản 4-16. Hoạt động và thụ động wedges nên được đặt đủ xa ngoài để cho phép một bề mặt quay trượt để phát triển. Nói chung, một máy bay trượt ghi trong một vòng cung với một bán kính tương đương với chiều cao của nêm hoạt động sẽ phù hợp với yêu cầu này (con số 5-2 và 5-3). Khi bức tường nghỉ ngơi trên các địa tầng dày của đất yếu, nông cắt thất bại nên được điều tra. Điều này có thể được giả định xảy ra bên dưới các cơ sở của bức tường giữ lại hoặc lũ lụt dọc theo một bề mặt hình trụ qua gót chân (hình 5-4).Các yếu tố tối thiểu về an toàn, mà không phải là ít hơn 1,5, được xác định bởithử nghiệm và báo lỗi bằng cách thay đổi Trung tâm của vòng tròn dùng thử.
đang được dịch, vui lòng đợi..
5-11. Settlement.
a. EM 1110-2-1904. A discussion on the various factors involved in the settlement of a structure, on methods for estimating settlements, and on the limitations in the accuracy of conducting settlement analyses from laboratory tests is contained in EM 1110-2-1904. The principles and methods presented are applicable to a majority of civil works projects. Additional information for unique or special projects can be obtained from various texts on soil
mechanics. The computer program CSETT (Appendix 0) can assist in performing a settlement analysis.
b. Allowable Settlement. The maximum value of angular distortion (settlement/length of structure) which can be tolerated without cracking of reinforced concrete retaining walls is 0.002 to 0.003 radian (Duncan and Buchignani 1976).
5-12. Deep-Seated Slidinq. A deep-seated sliding analysis should be performed to check for sliding within weak layers which may exist beneath structures. The analysis should be in accordance with procedures outlined in paragraph 4-16. Active and passive wedges should be located a sufficient distance apart to allow a rotational slip surface to develop. Generally, a slip plane inscribed in an arc with a radius equal to the height of the active wedge will comply with this requirement (Figures 5-2 and 5-3). When the wall is resting on thick strata of weak soils, shallow shear failure should be investigated. This may be assumed to occur below the base of the retaining or flood wall along a cylindrical surface passing through the heel (Figure 5-4).The minimum factor of safety, which must not be less than 1.5, is determined by
trial and error by changing the center of the trial circle.
a. EM 1110-2-1904. A discussion on the various factors involved in the settlement of a structure, on methods for estimating settlements, and on the limitations in the accuracy of conducting settlement analyses from laboratory tests is contained in EM 1110-2-1904. The principles and methods presented are applicable to a majority of civil works projects. Additional information for unique or special projects can be obtained from various texts on soil
mechanics. The computer program CSETT (Appendix 0) can assist in performing a settlement analysis.
b. Allowable Settlement. The maximum value of angular distortion (settlement/length of structure) which can be tolerated without cracking of reinforced concrete retaining walls is 0.002 to 0.003 radian (Duncan and Buchignani 1976).
5-12. Deep-Seated Slidinq. A deep-seated sliding analysis should be performed to check for sliding within weak layers which may exist beneath structures. The analysis should be in accordance with procedures outlined in paragraph 4-16. Active and passive wedges should be located a sufficient distance apart to allow a rotational slip surface to develop. Generally, a slip plane inscribed in an arc with a radius equal to the height of the active wedge will comply with this requirement (Figures 5-2 and 5-3). When the wall is resting on thick strata of weak soils, shallow shear failure should be investigated. This may be assumed to occur below the base of the retaining or flood wall along a cylindrical surface passing through the heel (Figure 5-4).The minimum factor of safety, which must not be less than 1.5, is determined by
trial and error by changing the center of the trial circle.
đang được dịch, vui lòng đợi..
Các ngôn ngữ khác
Hỗ trợ công cụ dịch thuật: Albania, Amharic, Anh, Armenia, Azerbaijan, Ba Lan, Ba Tư, Bantu, Basque, Belarus, Bengal, Bosnia, Bulgaria, Bồ Đào Nha, Catalan, Cebuano, Chichewa, Corsi, Creole (Haiti), Croatia, Do Thái, Estonia, Filipino, Frisia, Gael Scotland, Galicia, George, Gujarat, Hausa, Hawaii, Hindi, Hmong, Hungary, Hy Lạp, Hà Lan, Hà Lan (Nam Phi), Hàn, Iceland, Igbo, Ireland, Java, Kannada, Kazakh, Khmer, Kinyarwanda, Klingon, Kurd, Kyrgyz, Latinh, Latvia, Litva, Luxembourg, Lào, Macedonia, Malagasy, Malayalam, Malta, Maori, Marathi, Myanmar, Mã Lai, Mông Cổ, Na Uy, Nepal, Nga, Nhật, Odia (Oriya), Pashto, Pháp, Phát hiện ngôn ngữ, Phần Lan, Punjab, Quốc tế ngữ, Rumani, Samoa, Serbia, Sesotho, Shona, Sindhi, Sinhala, Slovak, Slovenia, Somali, Sunda, Swahili, Séc, Tajik, Tamil, Tatar, Telugu, Thái, Thổ Nhĩ Kỳ, Thụy Điển, Tiếng Indonesia, Tiếng Ý, Trung, Trung (Phồn thể), Turkmen, Tây Ban Nha, Ukraina, Urdu, Uyghur, Uzbek, Việt, Xứ Wales, Yiddish, Yoruba, Zulu, Đan Mạch, Đức, Ả Rập, dịch ngôn ngữ.
- Lá cờ được chia thành 3 dải ngang gồm mộ
- Bây giờ bạn làm việc à? bạn đầu t
- fifty cents is how much i owe you
- convention
- nhà văn nổi tiếng
- Gas-liquid separater
- thành công
- come for swimming
- Although it hasn’t been mentioned yet, a
- Năm 1997, Luật Ngân hàng Nhà nước Việt N
- 5-9. Combination of Factors. As discusse
- but other countries, such as the philipp
- 問候
- Figure 5-2. Deep-seated sliding analysis
- 問候
- Chúng ta không thể dạy bảo ai bất cứ điề
- If there í a charge in the pen , it will
- tape
- bí ngô
- สับปะรด
- If there is a charge in the pen , it wil
- hấp dẫn quá
- chao haingay mai lop minh co to chuc sin
- choose . the most suitable . main . idea
