![Navfac Dm 7.2 Navfac Dm 7.2](/uploads/1/2/3/7/123738447/213341835.jpg)
+)))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))), * CCB Application Notes: * * * * 1. Character(s) preceded & followed by these symbols (. -) or (+ ,) * * are super- or subscripted, respectively. * * EXAMPLES: 42m.3- = 42 cubic meters * * CO+2, = carbon dioxide * * * * 2. All degree symbols have been replaced with the word deg. * * * * 3. All plus or minus symbols have been replaced with the symbol +/-. * * * * 4. All table note letters and numbers have been enclosed in square * * brackets in both the table and below the table. * * * * 5. Whenever possible, mathematical symbols have been replaced with * * their proper name and enclosed in square brackets. * .))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))-
![7.2 7.2](/uploads/1/2/3/7/123738447/616831972.jpg)
- Page 2 and 3: Naval Facilities Engineering Comman
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- Page 12 and 13: ABSTRACT This manual covers the app
- Page 14 and 15: FOREWORD This design manual is one
- Page 16 and 17: CHAPTER 1. EXCAVATIONS CONTENTS Pag
- Page 18 and 19: FIGURES Figure Title Page CHAPTER 1
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- Page 24 and 25: CHAPTER 1. EXCAVATIONS Section 1. I
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- Page 42 and 43: 7. PROTECTION OF ADJACENT STRUCTURE
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- Page 67 and 68: TABLE 3 Clay Dispersion Potential +
- Page 73 and 74: Adjust laboratory maximum standard
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- Page 104 and 105: where: P+w, = hydrodynamic pressure
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- Page 196 and 197: REFERENCES 1. Meyerhof, G.G., Influ
- Page 198 and 199: CHAPTER 5. DEEP FOUNDATIONS Section
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- Page 204 and 205: TABLE 1 (continued) Design Criteria
- Page 206 and 207: TABLE 2 Characteristics of Common E
- Page 208 and 209: TABLE 2 (continued) Characteristics
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- Page 216 and 217: BEARING CAPACITY FACTORS - Nq +))))
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- Page 224 and 225: expression. resistance. For drilled
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- Page 228 and 229: Block failure of a pile group in gr
- Page 230 and 231: Factors of Safety: 2 for short-term
- Page 232 and 233: where: C+s, = (0.93 + 0.16 D/B) C+p
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- Page 236 and 237: 1. PILE INSTALLATION. Section 4. PI
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- Page 242 and 243: TABLE 8 Impact and Vibratory Pile-D
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- Page 258 and 259: 2. DEFORMATION ANALYSIS - SINGLE PI
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- Page 264 and 265: Case II. Pile with rigid cap fixed
- Page 266 and 267: 17. Claessen, A.I.M. and Horvat, E.
- Page 268 and 269: BIBLIOGRAPHY American Petroleum Ins
- Page 270 and 271: APPENDIX A Listing of Computer Prog
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- Page 274 and 275: INDEX Anchorages, tower guy........
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NAVFAC DM 7.2. Calculation of vertical pile resistance is performed according to the publication: NAVFAC DM 7.2, Foundation and Earth Structures, U.S. Department of the Navy 1984, where all approaches are described in more detail. The analysis provides the pile base resistance R b and the pile shaft resistance R s.