| 柔性地基上高填方减载式涵洞受力特性 |
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| 引用本文： | 蒋承轩,陈保国,毛新颖,佘明康.柔性地基上高填方减载式涵洞受力特性[J].岩土力学,2019,40(1):275-280. |
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| 作者姓名： | 蒋承轩 陈保国 毛新颖 佘明康 |
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| 作者单位： | 中国地质大学（武汉）工程学院，湖北 武汉 430074 |
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| 基金项目： | 国家自然科学基金项目(No. 41602319，No. 51108434) |
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| 摘 要： | 高填方涵洞在我国西部山区高速公路中应用广泛，由于高填方荷载较大以及涵洞-填土之间的刚度差异引起的土压力集中，造成涵洞结构出现一系列病害。为了缓解涵顶应力集中，消除涵洞结构病害，改进了涵洞结构形式，即在一般盖板涵结构的侧墙正上方设置减载块，其与涵洞侧墙为一整体结构；减载块与涵洞顶板形成U型减载孔，在孔内铺设柔性填料，由此构成减载式涵洞结构。利用模型试验和数值模拟方法，分析了柔性地基条件下减载式涵洞的受力特性，结果表明数值模拟结果与模型试验结果一致。此外，讨论了刚性和柔性两种地基条件对减载式涵洞受力的影响规律。研究发现：涵洞在柔性地基条件下减载效果比刚性地基条件更好，涵洞结构受力更合理。实际工程中应该重视对柔性地基的处理，优先考虑满足工后沉降，不应刻意提高地基刚度。
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| 关 键 词： | 减载式涵洞 柔性地基 土压力 减载机制 |
| 收稿时间： | 2017-06-16 |
Stress characteristics of high fill load-shedding culvert on flexible foundation |
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| JIANG Cheng-xuan,CHEN Bao-guo,MAO Xin-ying,SHE Ming-kang.Stress characteristics of high fill load-shedding culvert on flexible foundation[J].Rock and Soil Mechanics,2019,40(1):275-280. |
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| Authors: | JIANG Cheng-xuan CHEN Bao-guo MAO Xin-ying SHE Ming-kang |
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| Institution: | Engineering Faculty, China University of Geosciences, Wuhan, Hubei 430074, China |
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| Abstract: | High-fill culverts have been widely used in expressway in the western mountainous area of China. A series of damage occurs in culvert structure because of the large load of high fill and earth pressure concentration caused by the stiffness difference between the culvert and surrounding soil filled. In order to relieve the stress concentration and eliminate the structural damage, a new culvert structure is proposed, i.e., two load shedding blocks are set on both sidewalls of the general cover-plate culvert as an integral structure. The U-type load-shedding hole between two load-shedding blocks is ?lled with compressible material. The model test and numerical simulation were conducted to investigate the stress characteristics of the load-shedding culvert on the flexible foundation. The numerical simulation results are consistent with the measured results in model test. In addition, the influences of rigid and flexible foundation on stress states of load-shedding culvert are discussed. The load-shedding effect under the condition of flexible foundation is found better than that of rigid foundation, the stress states of the culvert are more reasonable. Hence, the ground treatment relevant to flexible foundation should be paid more attention in practical project, the requirement of post-construction settlement is more important than the foundation stiffness. |
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| Keywords: | load-shedding culvert flexible foundation earth pressure load reduction mechanism |
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