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Journal of Zhejiang University SCIENCE B

ISSN 1673-1581(Print), 1862-1783(Online), Monthly

Reduced expression of semaphorin 3A in osteoclasts causes lymphatic expansion in a Gorham-Stout disease (GSD) mouse model

Abstract: Gorham-Stout disease (GSD) is a sporadic chronic disease characterized by progressive bone dissolution, absorption, and disappearance along with lymphatic vessel infiltration in bone-marrow cavities. Although the osteolytic mechanism of GSD has been widely studied, the cause of lymphatic hyperplasia in GSD is rarely investigated. In this study, by comparing the RNA expression profile of osteoclasts (OCs) with that of OC precursors (OCPs) by RNA sequencing, we identified a new factor, semaphorin 3A (Sema3A), which is an osteoprotective factor involved in the lymphatic expansion of GSD. Compared to OCPs, OCs enhanced the growth, migration, and tube formation of lymphatic endothelial cells (LECs), in which the expression of Sema3A is low compared to that in OCPs. In the presence of recombinant Sema3A, the growth, migration, and tube formation of LECs were inhibited, further confirming the inhibitory effect of Sema3A on LECs in vitro. Using an LEC-induced GSD mouse model, the effect of Sema3A was examined by injecting lentivirus-expressing Sema3A into the tibiae in vivo. We found that the overexpression of Sema3A in tibiae suppressed the expansion of LECs and alleviated bone loss, whereas the injection of lentivirus expressing Sema3A short hairpin RNA (shRNA) into the tibiae caused GSD-like phenotypes. Histological staining further demonstrated that OCs decreased and osteocalcin increased after Sema3A lentiviral treatment, compared with the control. Based on the above results, we propose that reduced Sema3A in OCs is one of the mechanisms contributing to the pathogeneses of GSD and that expressing Sema3A represents a new approach for the treatment of GSD.

Key words: Semaphorin 3A; Gorham-Stout disease; Osteoclast; Osteolysis; Lymphatic endothelial cell

Chinese Summary  <100> 考虑水泥搅拌桩桩强不确定性的海堤变形与稳定性分析

作者:俞元盛1,李玲玲1,孔祥苗3,李成元4,国振1,2
机构:1浙江大学,建筑工程学院,浙江省海洋岩土工程与材料重点实验室,中国杭州,310027;2浙江大学,海南研究院,中国三亚,572000;3宁海县公路与运输管理中心,中国宁波,315600;4宁海交通工程建设管理所,中国宁波,315600
目的:水泥搅拌桩桩强往往因受到原位土体含水率和水泥掺量等因素影响而存在不确定性。本文旨在基于试验所得桩强分布,通过随机有限元数值模拟研究探讨不同形式的桩强不确定性对海堤变形和稳定性的影响,并研究依据确定性参数进行计算和设计对结构的影响。
创新点:1.基于十字板剪切试验,通过蒙特-卡罗抽样和插值确定水泥搅拌桩桩强分布;2.建立考虑桩强不确定性的随机有限元模型;3.对比不同形式的桩强不确定性对海堤变形和稳定性的影响。
方法:1.通过室内试验,得到不同含水率和水泥掺量下的水泥土短期强度;2.通过蒙特-卡罗抽样和双线性插值,获得水泥土强度分布参数;3.建立有限元数值模型,通过USDFLD子程序赋予随机桩强,并通过大量算例分析桩强不确定性对海堤变形和稳定性的影响。
结论:1.水泥土不排水抗剪强度受水泥掺量和原状土含水率影响;假设其为服从正态分布的随机变量,则固化土体不排水抗剪强度服从正态分布。2.水泥搅拌桩强度的提升能够显著抑制淤泥土和水泥搅拌桩桩身的塑性应变发展,进而使海堤稳定性得到明显提升。3.当水泥搅拌桩强度均值低于一定阈值时,海堤存在整体失稳风险;单根水泥搅拌桩内部的强度空间变异性对海堤稳定性具有更显著的影响。4.当桩强客观存在不确定性时,依据确定性参数进行计算和设计将使得结构偏于不安全,因此须留有更多的安全系数裕度。

关键词组:施工不确定性;水泥搅拌桩;水泥土强度;海堤稳定性;随机有限元;蒙特-卡罗模拟


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DOI:

10.1631/jzus.B2300180

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On-line Access:

2024-01-02

Received:

2023-03-16

Revision Accepted:

2023-05-17

Crosschecked:

2024-01-02

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