CN115221594B - 一种基于挡墙抗滑移性能的卸荷平台设计方法 - Google Patents
一种基于挡墙抗滑移性能的卸荷平台设计方法 Download PDFInfo
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- CN115221594B CN115221594B CN202210941843.6A CN202210941843A CN115221594B CN 115221594 B CN115221594 B CN 115221594B CN 202210941843 A CN202210941843 A CN 202210941843A CN 115221594 B CN115221594 B CN 115221594B
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- 238000000034 method Methods 0.000 title claims abstract description 39
- 238000013461 design Methods 0.000 title claims abstract description 29
- 239000002689 soil Substances 0.000 claims abstract description 74
- 230000005484 gravity Effects 0.000 claims abstract description 24
- 239000000463 material Substances 0.000 claims abstract description 15
- 230000009286 beneficial effect Effects 0.000 claims abstract description 10
- 238000004364 calculation method Methods 0.000 claims abstract description 8
- 230000006837 decompression Effects 0.000 claims description 14
- 238000005452 bending Methods 0.000 claims description 10
- XOFYZVNMUHMLCC-ZPOLXVRWSA-N prednisone Chemical compound O=C1C=C[C@]2(C)[C@H]3C(=O)C[C@](C)([C@@](CC4)(O)C(=O)CO)[C@@H]4[C@@H]3CCC2=C1 XOFYZVNMUHMLCC-ZPOLXVRWSA-N 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 5
- 238000012360 testing method Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000001603 reducing effect Effects 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Classifications
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/17—Mechanical parametric or variational design
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F2119/00—Details relating to the type or aim of the analysis or the optimisation
- G06F2119/14—Force analysis or force optimisation, e.g. static or dynamic forces
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- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Computer Hardware Design (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mathematical Optimization (AREA)
- Evolutionary Computation (AREA)
- Environmental & Geological Engineering (AREA)
- Pure & Applied Mathematics (AREA)
- Mathematical Analysis (AREA)
- Computational Mathematics (AREA)
- Architecture (AREA)
- Retaining Walls (AREA)
Abstract
Description
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Priority Applications (1)
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CN202210941843.6A CN115221594B (zh) | 2022-08-08 | 2022-08-08 | 一种基于挡墙抗滑移性能的卸荷平台设计方法 |
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CN202210941843.6A CN115221594B (zh) | 2022-08-08 | 2022-08-08 | 一种基于挡墙抗滑移性能的卸荷平台设计方法 |
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CN115221594A CN115221594A (zh) | 2022-10-21 |
CN115221594B true CN115221594B (zh) | 2024-02-06 |
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CN202210941843.6A Active CN115221594B (zh) | 2022-08-08 | 2022-08-08 | 一种基于挡墙抗滑移性能的卸荷平台设计方法 |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103452132A (zh) * | 2013-09-05 | 2013-12-18 | 江苏省交通科学研究院股份有限公司 | 一种挡墙 |
CN108930285A (zh) * | 2018-08-13 | 2018-12-04 | 辽宁工程技术大学 | 一种考虑地震作用的挡土墙优化设计方法 |
CN109457726A (zh) * | 2018-12-29 | 2019-03-12 | 仵社教 | 一种带抗剪板的挡墙及其优化设计方法 |
CN111475924A (zh) * | 2020-03-18 | 2020-07-31 | 中铁二院工程集团有限责任公司 | 一种降雨诱发变形的卸荷岩质边坡稳定性分析方法 |
JP2020197091A (ja) * | 2019-06-04 | 2020-12-10 | 清水建設株式会社 | 山留め壁の側圧評価方法および側圧評価装置 |
RU2751228C1 (ru) * | 2020-12-24 | 2021-07-12 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Поволжский государственный технологический университет" | Берегоукрепительное сооружение |
CN114329725A (zh) * | 2021-12-31 | 2022-04-12 | 中国长江三峡集团有限公司 | 一种考虑挡土墙位移的土压力及稳定性计算方法 |
-
2022
- 2022-08-08 CN CN202210941843.6A patent/CN115221594B/zh active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103452132A (zh) * | 2013-09-05 | 2013-12-18 | 江苏省交通科学研究院股份有限公司 | 一种挡墙 |
CN108930285A (zh) * | 2018-08-13 | 2018-12-04 | 辽宁工程技术大学 | 一种考虑地震作用的挡土墙优化设计方法 |
CN109457726A (zh) * | 2018-12-29 | 2019-03-12 | 仵社教 | 一种带抗剪板的挡墙及其优化设计方法 |
JP2020197091A (ja) * | 2019-06-04 | 2020-12-10 | 清水建設株式会社 | 山留め壁の側圧評価方法および側圧評価装置 |
CN111475924A (zh) * | 2020-03-18 | 2020-07-31 | 中铁二院工程集团有限责任公司 | 一种降雨诱发变形的卸荷岩质边坡稳定性分析方法 |
RU2751228C1 (ru) * | 2020-12-24 | 2021-07-12 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Поволжский государственный технологический университет" | Берегоукрепительное сооружение |
CN114329725A (zh) * | 2021-12-31 | 2022-04-12 | 中国长江三峡集团有限公司 | 一种考虑挡土墙位移的土压力及稳定性计算方法 |
Non-Patent Citations (2)
Title |
---|
卸荷板挡墙的设计实践;胡荣华;齐明柱;余海忠;梁月英;;铁道建筑(第11期);第87-91页 * |
框架桥引道挡土墙工程在复杂土应力下的受力分析;王建省;王宗泽;戴智彪;刘学飞;;中国科技信息(第18期);第64-65页 * |
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CN115221594A (zh) | 2022-10-21 |
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