Tài liệu Sổ tay Kỹ Thuật Thuỷ Lợi -Phần 2-Tập 1 -Mục B-Chương 3 pdf

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Ch"ơng 3
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Kết cấu gia cố mái dốc đập đất đá
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Biên soạn: GS. TSKH. Trịnh Trọng Hàn
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B - Đập đất đá |h

3.4. Thiết kế gia cố bằng lớp phủ bê tông cốt thép đổ liền
khối hoặc đổ theo tấm lớn sau đó lấp kín các khe nối
bằng bê tông
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Bảng 3-2. Giá trị của các tham số
x
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Hệ số mái dốc m
H%
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3,0 0,30 1,6 1,1
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4,1 - 4,5 0,25 1,9 0,8
Trong bảng 3-2: P - tung độ của biểu đồ áp lực đẩy nổi của sóng;
l
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2
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|}# ########sổ tay KTTL * Phần 2 - công trình thủy lợi * Tập 1
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Bảng 3-3. Giá trị của
D

Giá trị D ứng với tham số K
Tham số r
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