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1、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Opinions and suggestions on the partys mass lin
2、e educational practiceAccording to the central and provincial, municipal unified deployment, according to municipal Party committee about carrying out the partys mass line educational practice activity in the citys implementation opinions, the spirit of the partys mass line educational practice acti
3、vities from 20* in January to 99 months, carried out at all levels of departments and directly affiliated institutions and grass-roots party organizations. According to my actual County, the county to carry out the education practice put forward the following implementation opinions.First, the overa
4、ll requirementsCounty county education practice to the eighteen Party of eight, the spirit of the the third Plenary Session of the 18th CPC Central Committee as the guidance, conscientiously implement the spirit of general secretary Xi Jinping book series of important speech, earnestly implement the
5、 Central Committee really, opinions and advice , party implementing the guiding ideology of opinions to determine the objectives and requirements, step method, in accordance with the look in the mirror, dress up, wash bath, cure treatment, the general requirements of for the people pragmatic honest
6、people as the theme, in carrying forward the spirit of Zhuanglang Zhuang, improve their work style, service to the masses of the people, the foundation of consolidating grassroots, promote transformation across efforts, to further implement the central eight regulations and The opposition party and
7、government austerity waste regulations , double section provincial regulations, municipal provisions of the twelve plan and the implementation measures for on improving the work style of close ties with the masses law, highlight style building, carry out the whole wind spirit, resolutely oppose form
8、alism, bureaucracy, hedonism and wasteful extravagance to solve the problems, Party members and cadres of the style and the masses of people strong, the Ministry of Party members and cadres to further improve their thinking and understanding, to further change the style of the wind, the masses to cl
9、ose, honest and pragmatic people honest image to further establish the foundation to further reinforce the basic level. Style of the building of the new results to promote the construction of a powerful force of the county and the ecological culture of the county and county construction.In education
10、al practice activities of the unit is mainly: the county and below county departments under the organs, enterprises and institutions directly under the township, street, and community, village, non-public economic organizations, social organizations and other grass-roots organizations. Agencies and
11、branches, each single unit, follow the rules on internal institutions. Educational practice with step by step.To adhere to the county leadership, leadership and leading cadres to focus on outstanding catch to directly contact the service of the masses of law supervision departments and window units,
12、 service industry, educational practice, pay attention to grasp the heavy towns, streets and villages, community education activities and the masses of grassroots groups in close contact to strengthen, and the majority of Party members, cadres and the mass line line Marx doctrine view of the masses
13、and the partys education.Always speak seriously as a basic attitude, adhere to positive education, to carry out criticism and self criticism group, adhere to the pragmatic, more emphasis on leadership, pay more attention to the layers of the demonstration, more focus on the four winds, solve the pro
14、blem, pay more attention to open the door, the participation of the masses, pay more attention to the classification guidance. Orderly, pay more attention to the cooperation and cohesion driven, more strict requirements on injection, really supervision practice, ensure education practice is not empt
15、y is not empty is not partial, not as a mere formality.Two, the key point of the taskThe main task of the countys education practice is to seize against four wind this focus on centralized solve outstanding problems asked County, township leadership and leading cadres of the four winds, the disadvan
16、tages of the style, scale behavior to a large scale investigation, overhaul, cleaning greatly. At the same time, respond to the concerns of the masses, safeguard the interests of the masses, pay attention to solve practical problems, solve the people around the unwholesome tendencies especially on e
17、at, take the card, Yong lazy luxury, extravagance and waste fees, privileges and other issues, timely and effective, without any discount to solve, to improve the style of real implementation of the requirements of real to the grassroots, real let group Benefit the public.(a) focus on solving the fo
18、ur winds outstanding issuesThe central and provincial requirements, the county leadership and leading cadres of key performance concept is not correct, do not dare to play, to engage in image project, political project, a leadership guide, a set of ideas, orders and prohibitions, and a policy, there
19、 are countermeasures county. The units directly under the heavy focus on solving Yung lazy drag, buck passing skin, work is not implemented, the service is not active. The dynamic problem of law enforcement and supervision departments and window units, service industry mainly solve the door hard, ug
20、ly face, something difficult, and arbitrary charges, fines, levies, and breach of privilege, chinakayao, not the problem of law. The township, street The collar of leading bodies and leading cadres to solve key does nottheir own conditions to develop the correct road, the maximum to avoid investment
21、 risk, gain profit.(three) vigorously promote the brand. To establish brand awareness, awareness of the use of brand, brand value, brand acquisition performance, enhance the competitive strength. Concentrated manpower, careful planning, packaging and publicity of a number of unique, market influence
22、 and coverage of the brand, the implementation of key breakthroughs, to enhance the competitive strength, walking business road the competition of alienation and characteristics, the pursuit of stability and development of the market.(four) to promote the integration of resources. To further broaden
23、 their horizons, effective integration of resources within the group, the city resources, other industries and regional resources, mutual trust, mutual benefit, seeking win-win principle, in the framework of national policies and regulations, strict inspection and argumentation, legal consultation,
24、examination and approval procedures, strict regulation of economic activities, attract injection the social investment to the industry group, to achieve leveraging the development, ensure that the value of state-owned assets.(five) to strengthen the construction management personnel. Strengthen the
25、management of education and training of cadres and workers of the existing business, firmly establish the concept of the market, enhance the sense of crisis to adapt to market competition, the sense of urgency, improve the ability to respond to market competition, improve management and operation of
26、 the market. At the same time, according to the need of industrial development, vigorously the introduction of high-quality management management personnel, and strive to build a high-quality professional management team, hard work, and promote the entire workforce knowledge structure, age structure
27、, structure optimization and upgrading ability, enhance core competitiveness, adapt to the need of market competition.(six) seriously study the policy for policy. Serious research about social support the development of cultural undertakings in the country and the XX policy, especially the policy of
28、 industrial development, financial investment policy, financial policy and tax policy, and actively seek policy, projects and funds, enterprise and industry group mission to promote leapfrog development.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
29、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）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
30、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-
31、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（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（
32、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）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
33、）-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 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
34、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/m3) (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
35、.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
36、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) 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
37、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(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
38、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(k
39、N) 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=
40、-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(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 =
41、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 =