Qhafor Ameen Hamasur

More documents

Recommendations

Info

Chapter One Introduction parameters were adjusted in order to suit the requirements of the classification system, such as unconfined compressive strength and RQD. In addition to that, some parameters were adjusted in order to suit the requirements of the classification system, such as water condition and discontinuity orientation in the Dam Mass Rating (DMR) classification system. After all the parameters in the classification system are rated, they were arranged in a table for determining the value of each classification system and subsequently this value was used in an equation to estimate the mechanical properties of the rock mass. A “RocLab” programme was also used in performing the Hoek-Brown failure criterion for estimating the mechanical properties of the rock mass, in which the “2002 edition” of the above criterion and empirical rock mass modulus equations of “Hoek and Diederichs, 2006”were used in the programme. Moreover, attitudes of the bedding planes were represented on the Schmidt equal area net to find the average dip of the bedding planes. The last stage of office work involved the integrating of all the geotechnical, geological and topographic (slope) data to find the optimum site for dam construction and finally writing the thesis. The summary of all the work from first until choosing the optimum site for the dam is illustrated in Fig (1-3) as flow chart. 8
Chapter One Introduction Rock mass units Suface section rock mass units Borehole rock mass units Rock mass characterization Carbonate rock mass units Clastic rock mass units (Flysch) Condition of discontinuities: bedding planes Rock mass structure: Type of Flysch Intact rock Intact rock Groundwater condition Attitude of foundation rocks Condition of discontinuities Average spacing of discontinuities Rock Quality Designation (RQD) Weighted joint density (wJd) Thin section study Laboratory tests Thin section study Laboratery tests Volumetric joint count (Jv) Rock type Rock type Modulus Ratio (MR) Material constant (mi) Unconfined compressive strength (σci) Rock mass classification system : RMR1976, RMR1989 & DMR Modulus Ratio (MR) Rock mass classification system : Geological Strength Index (GSI) Material constant (mi) σci Hoek - Brown failure creterion (Mechanical properties of rock mass by RocLab programme) Choosing the best site for the dam Evaluation of rock mass units Fig (1- 3) : Flow chart showing the procedure followed in the dam site evaluation 9
Page 1 and 2: ROCK MASS ENGINEERING OF THE PROPOS
Page 6 and 7: Dedicated to : *The memory of my fa
Page 8 and 9: Abstract A rock mass engineering of
Page 10 and 11: List of Contents Subject Page Chapt
Page 12 and 13: Fig (2-6) River terrace deposit of
Page 14 and 15: Table (4-3) Guidelines for excavati
Page 16 and 17: Table (5-29) Analysis of rock stren
Page 18 and 19: Chapter One Introduction equal to 5
Page 20 and 21: Chapter One Introduction Table (1-1
Page 22 and 23: Chapter One Introduction as changes
Page 26 and 27: Chapter Two Chapter Two Geology of
Page 28 and 29: Chapter Two Geology of the study ar
Page 50 and 51: Chapter Three Chapter Three Laborat
Page 52 and 53: Chapter Three Laboratory tests load
Page 54 and 55: Chapter Three Laboratory Tests Geol
Page 56 and 57: Chapter Three Laboratory Tests Fig
Page 58 and 59: Chapter Three Laboratory Tests Tabl
Page 60 and 61: Chapter Four Theoretical background
Page 74 and 75:
Chapter Four Theoretical background
Page 76 and 77:
Page 78 and 79:
Page 80 and 81:
Page 82 and 83:
Page 84 and 85:
Page 86 and 87:
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
Page 98 and 99:
Page 100 and 101:
Chapter Five Rock mass evaluation T
Page 102 and 103:
Chapter Five Rock mass evaluation 8
Page 104 and 105:
Page 106 and 107:
Page 108 and 109:
Page 110 and 111:
Page 112 and 113:
Page 114 and 115:
Page 116 and 117:
Page 118 and 119:
Page 120 and 121:
Page 122 and 123:
Page 124 and 125:
Page 126 and 127:
Page 128 and 129:
Page 130 and 131:
Page 132 and 133:
Page 134 and 135:
Page 136 and 137:
Chapter Five Rock mass evaluation G
Page 138 and 139:
Chapter Five Rock mass evaluation c
Page 140 and 141:
Page 142 and 143:
Chapter Five Rock mass evaluation G
Page 144 and 145:
Page 146 and 147:
Page 148 and 149:
Chapter Five Rock mass evaluation c
Page 150 and 151:
Chapter Six Conclusions and Recomme
Page 152 and 153:
Page 154 and 155:
Page 156 and 157:
References Bieniawski, Z.T.,1974. G
Page 158 and 159:
References Hoek, E. and Brown, E. T
Page 160 and 161:
References Marinos, P. and Hoek, E.
Page 162 and 163:
References Division of rock mechani
Page 164 and 165:
Appendix - A: Volumetric joint coun
Page 166 and 167:
Table (A - 4) Volumetric joint coun
Page 168 and 169:
Table (A - 8) Volumetric joint coun
Page 170 and 171:
Table (A - 12) Volumetric joint cou
Page 172 and 173:
156
Page 174 and 175:
158
Page 176 and 177:
160
Page 178 and 179:
162
Page 180 and 181:
164
Page 182 and 183:
166
Page 184 and 185:
168
Page 186 and 187:
170
Page 188 and 189:
172
Page 190 and 191:
174
Page 192 and 193:
176
Page 194 and 195:
178
Page 196 and 197:
180
Page 198 and 199:
182
Page 200 and 201:
المستخلص تم إجراء ھ
Page 202 and 203:
ھندسة الكتل الصخري
Page 204 and 205:
@ôäbØóØóî@óØ@o¯bîŠò†
show all

Qhafor Ameen Hamasur

Create successful ePaper yourself

Delete template?

Save as template?