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1、evaluation of scientific development. Nature security type-nature security is to maintenance people of health value for target, through strengthening security based management, and risk management, and equipment management and technology supervision, ensure production in the people, and real, and sy
2、stem, and system, elements security reliable, and harmony unified, full control various against factors, achieved thought no slack, and management no empty document, and equipment no hidden, and system no blocked, and unit zero non-stopped. Quality and efficiency-quality benefit is to adhere to the
3、enterprise survival, profit and development business truth, adhere to the all activity is economic activity, all costs can be controlled, money should not be wasted management philosophy, management analysis, to improve management quality, improve cost control capacity and market competitiveness. In
4、novation of science and technology-science and technology innovation is to play the role of science and technology as the primary productive force, active use of new technologies, new materials, new processes, new equipment, increase investment in science and technology, strengthening scientific and
5、 technological training, speeding up transforming scientific and technological achievements, forming a number of proprietary technology, enhancing core competitiveness. Resource-saving-the-resources saving enterprise was to reduce coal consumption, water consumption, electricity at the core, enhance
6、 the operation of lean management to realize low consumption, high efficiency, reduce production costs. Second is to strengthen the business, financial, material, information and the optimization of organization and management, saving the internal transaction costs. Harmonious development of harmoni
7、ous development-is to construct a foreign environment for development. XING refers to the internal security firm and internal management of the internal management measures are effective, harmonious. Foreign currency means Enterprise coordinating development of homeopathy, well, get along with the n
8、eighbors better. (B) XX 2013 five enterprises building intrinsic safety power company goals are: unplanned outage 0 times. Class of disorders 0, 0 is equivalent forced outage rate. No personal injury accident, material and equipment accidents do not occur, no fire, no environmental pollution acciden
9、t. Enterprise integrated to achieve zero cases of violation, zero accidents, zero. Quality goal is: when generating capacity 7.5 billion-kilowatt, sales of over 7.11 billion kWh, total profits of 306.6 million Yuan, . BFS+、PI、MIS、SCM Information systems infrastructure, fully integrated information s
10、ystem to realize information resources sharing; to expand the breadth and depth of the portal system, information system of Enterprise Management Assistant role to play; to improve the day-to-day operation and maintenance operation record of promoting causes and transfer system; to strengthen the tr
11、aining兰州市金城关民俗风貌区旧城改造边坡治理工程施 工 图 设 计 计 算 书第四册：计算文件下滑力计算书甘肃有色工程勘察设计研究院二0一四年一月兰州市金城关民俗风貌区旧城改造边坡治理工程施 工 图 预 算 书第一册：设计文件第二册：设计图纸第三册：预算文件第四册：计算书项目委托单位：兰州市小天鹅房地产开发公司 项目承担单位：甘肃有色工程勘察设计研究院项目负责人： 管欢民报告编制：赵 怀 徐飞飞 王玉成 冯丽娟 陈瑞娣审 核： 官欢民总工程师： 陈秀清院 长： 陈建国报告提交单位：甘肃有色工程勘察设计研究院supervision in large and medium goods veh
12、icle. A is established large vehicles and small vehicles classification management of motor vehicle test mode, increased medium van car, and dangerous goods transport car, and school car test project; II is established motor vehicle test regulatory platform, achieved motor vehicle test full process
13、video, and data remote regulatory; three is strictly motor vehicle identification management, equipped with unified of identification equipment and tool, using mobile identification Terminal, and law enforcement records instrument, technology identification means. As to 20XX years June 20 statewide
14、motor vehicle keep volume for 567,408 car, and last year earlier than growth 75,814 car, growth 13.36%; this year January-June, vehicles management section and license archives management section total accepted the motor vehicle registration business 42,543 car times, which registered registration 6
15、,905 car times, and transfer registration 3,592 car times, and change registration 1033 car times, and mortgage registration 696 car times, and cancellation registration 187 car times, and into business 980 car times, and Archives corrections 81 pieces times, and issued test qualified logo 25,429 ca
16、r times, and other vehicles business 3,640 car times; supervision Survey Section relies on motor vehicle detection remote issued test qualified logo software platform supervision motor vehicle test, and identification situation 7418l liangci, investigation motor vehicle exception business 30 car tim
17、es, his pards business warning 244 article, vehicles and driving people sound video regulatory screenshots 1852 Zhang, checks motor vehicle archives 716 pieces times, and medium bus, and medium above truck, and Of hazardous chemicals, vehicles and school buses and other key vehicle inspection record
18、 of 420. (C) based on their own, and strict adherence to defense, more cheating, false false fugitive suspects, robbery suspect vehicles and the Internet crackdown. DMV full play to the first line of Defense position control, investigating cheating, fake identification and robbery suspect vehicles t
19、hrough operational work, and carefully examine the documents and legal proof, check traffic violations, traffic accidents, the fugitive suspect suspected vehicles and theft than to work, further tight car, driving management business formalities review procedures. . Truck driver information manageme
20、nt platform. Motor vehicles and traffic police departments, State transport authority to further clarify the Division of labour, implementation responsibility, strengthen our collaboration and management together, reinforcing the management of drivers on which strongly synthetic warfare and informat
21、ion warfare. 3 strictly implemented. From May 1 up, a is implemented complex road and bad weather driving exam, currently DMV is urged contractors party in treasures driving school increased simulation Highway, and continuous urgent detours, and snow days, and wet sliding road, and burst situation d
22、isposal, subjects II field to driving exam project, is expected目 录计算项目： 2-2剖面自然+规划（浅层滑面）1计算项目： 2-2剖面降雨+规划（浅层滑面）4计算项目： 2-2剖面地震+规划（浅层滑面）7计算项目： 2-2剖面自然+规划（深层滑面）10计算项目： 2-2剖面降雨+规划（深层滑面）14计算项目： 2-2剖面地震+规划（深层滑面）18计算项目： 6-6剖面自然+规划（深层滑面）22计算项目： 6-6剖面降雨+规划（深层滑面）25计算项目： 6-6剖面地震+规划（深层滑面）28计算项目： 9-9剖面自然+规划（浅层滑面
23、）31计算项目： 9-9剖面降雨+规划（浅层滑面）34计算项目： 9-9剖面地震+规划（浅层滑面）37计算项目： 9-9剖面自然+规划（深层滑面）40计算项目： 9-9剖面降雨+规划（深层滑面）42计算项目： 9-9剖面地震+规划（深层滑面）45计算项目： 12-12剖面自然+规划47计算项目： 12-12剖面降雨+规划49计算项目： 12-12剖面地震+规划51计算项目： 14-14剖面自然+规划（深层滑面）53计算项目： 14-14剖面降雨+规划（深层滑面）56计算项目： 14-14剖面地震+规划（深层滑面）58计算项目： 17-17剖面自然+规划（深层滑面）61计算项目： 17-17剖面
24、降雨+规划（深层滑面）63计算项目： 17-17剖面地震+规划（深层滑面）66计算项目： 22-22剖面自然+规划68计算项目： 22-22剖面降雨+规划71计算项目： 22-22剖面地震+规划73计算项目： 29-29剖面自然+规划（浅层滑面）76计算项目： 29-29剖面降雨+规划（浅层滑面）78计算项目： 29-29剖面地震+规划（浅层滑面）81计算项目： 29-29剖面自然+规划（深层滑面）83计算项目： 29-29剖面降雨+规划（深层滑面）86计算项目： 29-29剖面地震+规划（深层滑面）89计算项目： 31-31剖面自然+规划（深层滑坡）92计算项目： 31-31剖面降雨+规划（
25、深层滑坡）95计算项目： 31-31剖面地震+规划（深层滑坡）97计算项目： 34-34剖面自然+规划（深层滑面）100计算项目： 34-34剖面降雨+规划（深层滑面）103计算项目： 34-34剖面地震+规划（深层滑面）106计算项目： 38-38剖面自然+规划（浅层滑面）109计算项目： 38-38剖面降雨+规划（浅层滑面）111计算项目： 38-38剖面地震+规划（浅层滑面）113计算项目： 38-38剖面自然+规划（深层滑面）115计算项目： 38-38剖面降雨+规划（深层滑面）118计算项目： 38-38剖面地震+规划（深层滑面）122计算项目： 42-42剖面自然+规划（浅层滑面）
26、125计算项目： 42-42剖面降雨+规划（浅层滑面）128计算项目： 42-42剖面地震+规划（浅层滑面）130计算项目： 42-42剖面自然+规划（深层滑面)133计算项目： 42-42剖面降雨+规划（深层滑面)135计算项目： 42-42剖面地震+规划（深层滑面)137-计算项目： 2-2剖面自然+规划（浅层滑面）-计算简图控制参数: 采用规范:通用方法 计算目标:剩余下滑力计算 不考虑地震坡面信息 坡面线段数 8 坡面线号 水平投影(m) 竖直投影(m) 超载数 1 0.000 6.200 0 2 1.400 1.600 0 3 3.800 2.200 0 4 4.300 0.800
27、0 5 4.600 1.200 0 6 2.100 1.900 0 7 4.400 2.000 0 8 5.900 2.000 0土层信息 坡面节点数 9 编号 X(m) Y(m) 0 0.000 0.000 -1 0.000 6.200 -2 1.400 7.800 -3 5.200 10.000 -4 9.500 10.800 -5 14.100 12.000 -6 16.200 13.900 -7 20.600 15.900 -8 26.500 17.900 附加节点数 0 编号 X(m) Y(m) 不同土性区域数 1 区号 重度 饱和重度 粘聚力 内摩擦角 全孔压 节点编号 (kN/m
28、3) (kN/m3) (kPa) (度) 系数 1 18.500 - 10.000 21.000 - (0,-1,-2,) 不考虑水的作用滑面信息 滑面线段数 4 滑面线起始点坐标: (0.000,0.000) 滑动面线号 水平投影(m) 竖直投影(m) 矢高(m) 粘聚力(kPa) 内摩擦角(度) 1 4.900 2.300 0.000 10.000 21.000 2 6.500 3.200 0.000 10.000 21.000 3 9.300 6.500 0.000 10.000 21.000 4 5.700 5.900 0.000 10.000 21.000 计算条件 剩余下滑力计算目
29、标: 计算剩余下滑力 剩余下滑力计算时的安全系数: 1.200-计算结果:-* 第 1 块滑体(直线滑动面)* 本块始点X = 20.700 末点X = 26.351 上块传递推力 = 0.000(kN) 推力角度 = 0.000(度) 本块滑面粘聚力 = 10.000(kPa) 滑面摩擦角 = 21.000(度) 本块总重(包括水) = 205.643(kN) 本块总附加力 Px= -0.000(kN) Py = 0.000(kN) 本块筋带在滑面切向力 Pt= 0.000(kN) 本块渗透水压力 = 0.000(kN) 本块水浮力 = 0.000(kN) 本块地震力 = 0.000(kN)
30、 有效的滑动面长度 = 8.134(m) 下滑力 = 147.897(kN) 滑床反力 R= 142.883(kN) 滑面抗滑力 = 54.848(kN) 粘聚力抗滑力 =81.336(kN) 本块剩余下滑力 = 11.713(kN) 本块下滑力角度 = 45.988(度)_* 第 2 块滑体(直线滑动面)* 本块始点X = 20.600 末点X = 20.700 上块传递推力 = 11.713(kN) 推力角度 = 45.988(度) 本块滑面粘聚力 = 10.000(kPa) 滑面摩擦角 = 21.000(度) 本块总重(包括水) = 7.311(kN) 本块总附加力 Px= -0.000
31、(kN) Py = 0.000(kN) 本块筋带在滑面切向力 Pt= 0.000(kN) 本块渗透水压力 = 0.000(kN) 本块水浮力 = 0.000(kN) 本块地震力 = 0.000(kN) 有效的滑动面长度 = 0.122(m) 下滑力 = 15.685(kN) 滑床反力 R= 8.235(kN) 滑面抗滑力 = 3.161(kN) 粘聚力抗滑力 =1.220(kN) 本块剩余下滑力 = 11.304(kN) 本块下滑力角度 = 34.951(度)_ 本块始点X = 16.200 末点X = 20.600 上块传递推力 = 11.304(kN) 推力角度 = 34.951(度) 本
32、块滑面粘聚力 = 10.000(kPa) 滑面摩擦角 = 21.000(度) 本块总重(包括水) = 366.913(kN) 本块总附加力 Px= -0.000(kN) Py = 0.000(kN) 本块筋带在滑面切向力 Pt= 0.000(kN) 本块渗透水压力 = 0.000(kN) 本块水浮力 = 0.000(kN) 本块地震力 = 0.000(kN) 有效的滑动面长度 = 5.368(m) 下滑力 = 221.497(kN) 滑床反力 R= 300.738(kN) 滑面抗滑力 = 115.443(kN) 粘聚力抗滑力 =53.682(kN) 本块剩余下滑力 = 52.373(kN) 本
33、块下滑力角度 = 34.951(度)_ 本块始点X = 14.100 末点X = 16.200 上块传递推力 = 52.373(kN) 推力角度 = 34.951(度) 本块滑面粘聚力 = 10.000(kPa) 滑面摩擦角 = 21.000(度) 本块总重(包括水) = 187.608(kN) 本块总附加力 Px= -0.000(kN) Py = 0.000(kN) 本块筋带在滑面切向力 Pt= 0.000(kN) 本块渗透水压力 = 0.000(kN) 本块水浮力 = 0.000(kN) 本块地震力 = 0.000(kN) 有效的滑动面长度 = 2.562(m) 下滑力 = 159.848
34、(kN) 滑床反力 R= 153.772(kN) 滑面抗滑力 = 59.028(kN) 粘聚力抗滑力 =25.621(kN) 本块剩余下滑力 = 75.199(kN) 本块下滑力角度 = 34.951(度)_ 本块始点X = 11.400 末点X = 14.100 上块传递推力 = 75.199(kN) 推力角度 = 34.951(度) 本块滑面粘聚力 = 10.000(kPa) 滑面摩擦角 = 21.000(度) 本块总重(包括水) = 259.954(kN) 本块总附加力 Px= -0.000(kN) Py = 0.000(kN) 本块筋带在滑面切向力 Pt= 0.000(kN) 本块渗透
35、水压力 = 0.000(kN) 本块水浮力 = 0.000(kN) 本块地震力 = 0.000(kN) 有效的滑动面长度 = 3.294(m) 下滑力 = 224.119(kN) 滑床反力 R= 213.070(kN) 滑面抗滑力 = 81.790(kN) 粘聚力抗滑力 =32.941(kN) 本块剩余下滑力 = 109.388(kN) 本块下滑力角度 = 34.951(度)_* 第 3 块滑体(直线滑动面)* 本块始点X = 9.500 末点X = 11.400 上块传递推力 = 109.388(kN) 推力角度 = 34.951(度) 本块滑面粘聚力 = 10.000(kPa) 滑面摩擦角
36、 = 21.000(度) 本块总重(包括水) = 211.445(kN) 本块总附加力 Px= -0.000(kN) Py = 0.000(kN) 本块筋带在滑面切向力 Pt= 0.000(kN) 本块渗透水压力 = 0.000(kN) 本块水浮力 = 0.000(kN) 本块地震力 = 0.000(kN) 有效的滑动面长度 = 2.118(m) 下滑力 = 201.510(kN) 滑床反力 R= 206.323(kN) 滑面抗滑力 = 79.200(kN) 粘聚力抗滑力 =21.178(kN) 本块剩余下滑力 = 101.133(kN) 本块下滑力角度 = 26.211(度)_ 本块始点X
37、= 5.200 末点X = 9.500 上块传递推力 = 101.133(kN) 推力角度 = 26.211(度) 本块滑面粘聚力 = 10.000(kPa) 滑面摩擦角 = 21.000(度) 本块总重(包括水) = 548.406(kN) 本块总附加力 Px= -0.000(kN) Py = 0.000(kN) 本块筋带在滑面切向力 Pt= 0.000(kN) 本块渗透水压力 = 0.000(kN) 本块水浮力 = 0.000(kN) 本块地震力 = 0.000(kN) 有效的滑动面长度 = 4.793(m) 下滑力 = 343.355(kN) 滑床反力 R= 492.013(kN) 滑面
38、抗滑力 = 188.866(kN) 粘聚力抗滑力 =47.928(kN) 本块剩余下滑力 = 106.560(kN) 本块下滑力角度 = 26.211(度)_ 本块始点X = 4.900 末点X = 5.200 上块传递推力 = 106.560(kN) 推力角度 = 26.211(度) 本块滑面粘聚力 = 10.000(kPa) 滑面摩擦角 = 21.000(度) 本块总重(包括水) = 41.843(kN) 本块总附加力 Px= -0.000(kN) Py = 0.000(kN) 本块筋带在滑面切向力 Pt= 0.000(kN) 本块渗透水压力 = 0.000(kN) 本块水浮力 = 0.000(kN) 本块地震力 = 0.000(kN) 有效的滑动面长度 = 0.334(m) 下滑力 = 125.042(kN) 滑床反力 R= 37.540(kN) 滑面抗滑力 = 14.410(kN) 粘聚力抗滑力 =3.344(kN) 本块剩余下滑力 = 107.287(kN) 本块下滑力角度 = 26.211(度)_
