Numerical analysis of stability for mined-out area in multi-field coupling

There were differences between real boundary and blast hole controlling boundary of irregular mined-out area in underground metal mines. There were errors in numerical analysis of stability for goaf, if it was analyzed as regular 3D mined-out area and the influence of coupling stress-seepage-disturbance was not considered adequately. Taking a lead zinc mine as the background, the model was built by the coupling of Surpac and Midas-Gts based on the goaf model precisely measured by CMS.According to seepage stress fundamental equations based on the equivalent continuum mechanical and the theory about equivalent load of dynamic disturbance in deep-hole blasting, the stability of mined-out area under multi-field coupling of stress-seepage-dynamic disturbance was numerically analyzed. The results show that it is more consistent between the numerical analysis model based on the real model of irregular 3D shape goaf and the real situation, which could faithfully reappear the change rule of stress–strain about the surrounding rock under synthetic action of blasting dynamic loading and the seepage pressure. The mined-out area multi-field coupling formed by blasting excavation is stable. Based on combination of the advantages of the CMS,Surpac and Midas-Gts, and fully consideration of the effects of multi-field coupling, the accurate and effective way could be provided for numerical analysis of stability for mined-out area.

Numerical simulation for influence of excavation and blasting vibration on stability of mined-out area

Dynamic analysis steps and general flow of fast lagrangian analysis of continua in 3 dimensions(FLAC3D) were discussed. Numerical simulation for influence of excavation and blasting vibration on stability of mined-out area was carried out with FLAC3D. The whole analytical process was divided into two steps, including the static analysis and the dynamic analysis which were used to simulate the influence of excavation process and blasting vibration respectively. The results show that the shape of right upper boundary is extremely irregular after excavation, and stress concentration occurs at many places and higher tensile stress appears. The maximum tensile stress is higher than the tensile strength of rock mass, and surrounding rock of right roof will be damaged with tension fracture. The maximum displacement of surrounding rock is 4.75 mm after excavation. However, the maximum displacement increases to 5.47 mm after the blasting dynamic load is applied. And the covering area of plastic zones expands obviously, especially at the foot of right upper slope. The analytical results are in basic accordance with the observed results on the whole. Damage and disturbance on surrounding rock to some degree are caused by excavation, while blasting dynamic load increases the possibility of occurrence of dynamic instability and destruction further. So the effective supporting and vibration reducing measures should be taken during mining.

Instability identification on large scale underground mined-out area in the metal mine based on the improved FRBFNN

To identify the instability on large scale underground mined-out area in the metal mine effectively,the parameters of radial basis function were determined through clustering method and the improved fuzzy radial basis function neural network(FRBFNN)model of instability identification model about large scale underground mined-out area in the metal mine was built.The improved FRBFNN model was trained and tested.The results show that the improved FRBFNN model has high training accuracy and generalization ability.Parameters such as pillar area ratio,filling level and the value of rock quality designation have strong influence on instability of large scale underground mined-out area.Correctness of analysis about the improved FRBFNN model was proved by the practical application results about instability discrimination of surrounding rock in large-scale underground mined-out area of a metal mine in south China.

Quantitative analysis of biotechnical reinforcement for a steep slope consisting of composite coal-gangue-soil medium adjacent to a mined-out area

The engineering and geological characteristics of a steep slope consisting of coal gangue, rock and soil medium in Huating coal mine have been comprehensively investigated. Owing to humid weather, heavy rainfall, vegetation and porous characteristics of the soil and rock mass, the steep slope will be destabilized and induce mud-rock flow or derive hazard easily. Firstly, based on the classical slope reinforcement theory, some regularity between the shear and displacement in the destabilized zone of the slope with or without root strength contribution is presented. Then, based on the experimental and statistical analysis of root strength, hydrological characteristics and stability status, etc., some possible biotechnical techniques for reinforcement of the steep slope have been suggested. These methods are important for quantitative analysis of destabilization of the slope and design of the biotechnical reinforcement.

Time function of surface subsidence based on Harris model in mined-out area

The surface subsidence is a common environmental hazard in mined-out area. Based on careful analysis of the regularity of surface subsidence in mined-out area, we proposed a new time function based on Harris curve model in consideration of the shortage of current surface subsidence time functions. By analyzing the characteristics of the new time function, we found that it could meet the dynamic process, the velocity change process and the acceleration change process during surface subsidence. Then its rationality had been verified through project cases. The results show that the proposed time function model can give a good reflection of the regularity of surface subsidence in mined-out area and can accurately predict surface subsidence. And the prediction data of the model are a little greater than measured data on condition of proper measured data quantity, which is safety in the engineering. This model provides a new method for the analysis of surface subsidence in mined-out area and reference for future prediction, and it is valuable to engineering application.

Relationship between sonographically measured median nerve cross-sectional area and presence of peripheral neuropathy in diabetic subjects

BACKGROUND Neuropathy is a common complication of diabetes mellitus resulting from direct damage by hyperglycemia to the nerves and/or ischemia by microvascular injury to the endoneurial vessels which supply the nerves. Median nerve is one of the peripheral nerves commonly affected in diabetic neuropathy. The median nerve size has been studied in non-Nigerian diabetic populations. In attempt to contribute to existing literature, a study in a Nigerian population is needed.AIM To evaluate the cross-sectional area(CSA) of the median nerve using B-mode ultrasonography(USS) and the presence of peripheral neuropathy(PN) in a cohort of adult diabetic Nigerians.METHODS Demographic and anthropometric data of 85 adult diabetes mellitus(DM) and 85 age-and sex-matched apparently healthy control(HC) subjects were taken. A complete physical examination was performed on all study subjects to determine the presence of PN and modified Michigan Neuropathy Screening Instrument(MNSI) was used to grade its severity. Venous blood was taken from the study subjects for fasting lipid profile(FLP), fasting blood glucose(FBG) and glycated haemoglobin(HbA1 c) while their MN CSA was evaluated at a point 5 cm proximal to(5 cmCATL) and at the carpal tunnel(CATL) by high-resolution Bmode USS. Data was analysed using SPSS version 22.RESULTS The mean MN CSA was significantly thicker in DM subjects compared to the HC at 5 cmCATL(P < 0.01) and at the CATL(P < 0.01) on both sides. The presence of diabetic peripheral neuropathy(DPN) further increased the MN CSA at the CATL(P < 0.05) but not at 5 cmCATL(P > 0.05). However, the severity of DPN had no additional effect on MN CSA 5 cm proximal to and at the CATL. There was no significant association between MN CSA and duration of DM and glycemic control.CONCLUSION Thickening of the MN CSA at 5 cmCATL and CATL is seen in DM. Presence of DPN is associated with worse thickening of the MN CSA at the CATL but not at5 cmCATL. Severity of DPN, duration of DM, and glycemic control had no additional effect on the MN CSA.

Ultrasonographic measurement of median nerve cross-sectional area reference values in a healthy Han population from Guiyang,China

High-resolution ultrasonography was used to analyze the nerve cross-sectional area （CSA） of the median nerve at 7 sites： the wrist crease, pisiform bone, hamate bone, 6 cm proximal to the tip of the wrist crease, proximal forearm （where the nerve enters the pronator teres muscle）, 4 cm proximal to the tip of the medial epicondyle, and mid-humerus （mid-point between elbow crease and axilla） in 200 healthy volunteers from Guiyang, China. Results showed similar CSA values between the left and right sides, but the CSA 6 cm proximal to the tip of the wrist crease, proximal forearm, 4 cm proximal to tip of the medial epicondyle, and mid-humerus in males was greater than that of females. Moreover, CSA values at the wrist crease, pisiform bone, and hamate bone were greater in the middle-aged and old groups when compared to the young group, and correlated with body mass and height. Thus, reference values of median nerve CSA of the upper limbs can facilitate the analysis of abnormal nerve conditions.

Does the ratio of the carpal tunnel inlet and outlet cross-sectional areas in the median nerve reflect carpal tunnel syndrome severity?

Although ultrasound measurements have been used in previous studies on carpal tunnel syndrome to visualize injury to the median nerve, whether such ultrasound data can indicate the severity of carpal tunnel syndrome remains controversial. The cross-sectional areas of the median nerve at the tunnel inlet and outlet can show swelling and compression of the nerve at the carpal. We hypothesized that the ratio of the cross-sectional areas of the median nerve at the carpal tunnel inlet to outlet accurately reflects the severity of carpal tunnel syndrome. To test this, high-resolution ultrasound with a linear array transducer at 5–17 MHz was used to assess 77 patients with carpal tunnel syndrome. The results showed that the cut-off point for the inlet-to-outlet ratio was 1.14. Significant differences in the inlet-to-outlet ratio were found among patients with mild, moderate, and severe carpal tunnel syndrome. The cut-off point in the ratio of cross-sectional areas of the median nerve was 1.29 between mild and more severe（moderate and severe） carpal tunnel syndrome patients with 64.7% sensitivity and 72.7% specificity. The cut-off point in the ratio of cross-sectional areas of the median nerve was 1.52 between the moderate and severe carpal tunnel syndrome patients with 80.0% sensitivity and 64.7% specificity. These results suggest that the inlet-to-outlet ratio reflected the severity of carpal tunnel syndrome.

Optimal Minimum Number of CT Slices Required to Measure Cross Sectional Areas of Small Pulmonary Vessels

The cross-sectional area (CSA) of small pulmonary vessels can be quantified by CT, which is a reliable method of evaluating vascular alterations in such vessels. However, the optimal number of slices required for accurate quantitation remains unknown. We evaluated relationships among all slices at 10-mm interval and all slices at 3-cm interval, 6-cm interval, and 3-slices and found the closest correlation (0.939) between all slices at 10-mm intervals and 3-cm intervals. Thus, all slices at 3-cm intervals are suitable for accurately measuring CSA.

新疆生产建设兵团石河子地区心房颤动流行病学调查研究

背景心房颤动(简称房颤)是临床上较为常见的心律失常,具有高患病率、高致残率、高治疗费的特点,严重影响患者生活质量,国内不同地区以及不同人群中的房颤患病率有很大差异,目前新疆生产建设兵团地区对于房颤的患病率无较大规模流行病学调查。目的了解新疆生产建设兵团石河子地区房颤的患病率、相关的危因素、规范化的治疗状况,为本地区房颤预防、管理、治疗提供可靠数据支持。方法采用横断面年龄比例1∶10分层随机抽样调查2021年5月—2023年6月新疆生产建设兵团石河子地区18个农牧团场及市区18岁及以上常住居民63079人。采用问卷收集患者基线资料、房颤流行病学、知晓率及治疗情况。将患者分为房颤组(n=737)与非房颤组(n=62342)。采用多因素Logistic回归分析探究房颤发生的影响因素。结果共纳入新疆生产建设兵团第八师石河子地区居民63079人,平均年龄(54.9±15.3)岁。筛查出房颤患者737人,患病率为1.17%,根据年龄校正后患病率为1.12%。筛查人群中房颤知晓率仅为1.62%(1021/63079),其中确诊房颤人群中房颤知晓率52.78%(389/737)。18~39岁、40~49岁、50~59岁、60~69岁、70~79岁、≥80岁房颤患病率分别为0.05%(5/9964)、0.32%(29/9076)、0.62%(135/21686)、1.28%(151/11810)、3.05%(207/6776)、5.57%(210/3767);男性和女性房颤患病率分别为1.60%(441/27591)、0.83%(296/35488);汉族、回族、维吾尔族、哈萨克族、其他民族房颤患病率分别为1.20%(720/60014)、0.70%(7/1007)、0.62%(7/1130)、1.67%(2/120)、1.41%(1/171);城市区域及农牧团场区域房颤患病率分别为0.79%(350/44504)、2.08%(387/18575)。房颤组与非房颤组年龄、性别、年龄段分布、居住区域、受教育程度比较,差异有统计学意义(P<0.05)。房颤组吸烟、饮酒、高血压、冠心病、2型糖尿病、高脂血症、慢性心力衰竭、脑血管疾病、心脏瓣膜病、慢性肺部疾病、睡眠呼吸暂停综合征、甲状腺功能异常、外周血管疾病、肿瘤比例高于非房颤组(P<0.05)。多因素Logistic回归分析结果显示,年龄、性别、饮酒、高血压、心脏瓣膜病、慢性心力衰竭、甲状腺功能异常、睡眠呼吸暂停综合征、肿瘤为房颤发生的影响因素(P<0.05)。新发现房颤85例(11.53%)、阵发性房颤257例(34.87%)、持续性房颤178例(21.16%)、永久性房颤217例(29.44%);口服抗凝药物360例、行房颤射频消融术或一站式治疗23例,本地区房颤治疗率51.96%。房颤患者中规范化治疗、未规范化治疗和未治疗分别为360例(48.85%)、21例(2.85%)、356例(48.30%),新发现房颤、阵发性房颤、持续性房颤、永久性房颤的规划化治疗率分别为11.11%、28.89%、24.72%、35.28%,不同类型房颤规划化治疗率比较,差异有统计学意义(χ^(2)=18.918,P=0.004)。结论新疆生产建设兵团石河子地区房颤患病率基本持平于全国水平,危险因素与国内外研究相近,但人群中房颤知晓率、及房颤规范化治疗率明显偏低,情况不容乐观。

玛西斜坡区风城组高含盐致密储集层流体识别

准噶尔盆地玛西斜坡区二叠系风城组发育碱湖沉积的高含盐致密储集层,其油水关系复杂,流体识别难度大。利用岩性扫描测井资料构建饱含盐水地层热中子宏观俘获截面,并利用测井热中子宏观俘获截面与饱含盐水地层热中子宏观俘获截面的差值构建含油性敏感因子,再利用氯元素相对产额与总孔隙度比值构建含盐度敏感因子,将含油性敏感因子与含盐度敏感因子交会形成流体识别图版。实例应用表明,利用该流体识别图版可以对储集层流体性质进行准确判断,为试油选层提供依据。

跨境合作区的尺度重构与空间响应--以横琴为例

基于尺度重构理论,搭建尺度重构对空间影响的分析框架,并以横琴为例,从领域空间、制度建构、治理结构多维度协同入手,分析尺度重构不同阶段对空间的影响,探讨尺度不协调带来的空间治理问题以及尺度再重构下横琴空间规划响应的重点。研究认为,横琴空间演化的实质是通过尺度重构的渐进式调整、治理机制的优化来实现国家战略意图。在横琴新区建设时期,其多维度尺度关系相对复杂,存在领域空间模糊化、制度空间配置失衡、治理机制失效等问题;在横琴粤澳深度合作区建设时期,尺度再次上移,对领域空间、制度建构、治理结构进行了系统调整,尝试修正“尺度陷阱”问题。因此,在新一轮尺度重构下,横琴规划应当坚持制度设计的初心,创新空间标准,创建跨界包容共享的优质生活与就业场景,探索构建多元融合的“社会特区”。

利用向量叉积计算与二叉树追踪快速搜索封闭区域

目的自动填充等值线图的难点是自动搜索出值域相同的各个封闭区域,常用的扫描线填充和区域填充方式存在计算量大、效率不高等问题。方法针对此问题,提出利用多边形特征点的向量叉积计算结果与多边形的绘制顺逆方向之间的相关性,判定等值图中断层多边形的走向,基于构成封闭等值区域的等值线及其属性值具有的规律性性质,即等值线属性值是等值或等间距,追踪区域时利用填充边界或断层上的等值线端点创建追踪二叉树。追踪相邻的两个等值线端点所在的封闭区域时,将其中一个端点作为二叉树的根节点,沿边界查找左右相邻的下一条等值线端点,并将找到的端点作为左右子节点,从而实现封闭区域的快速追踪;通过封闭区域面积排序确定不同区域之间相互包含关系,据此构建拓扑相邻关系树,实现封闭区域的顺序覆盖填充,设计出更加简单、快速区分不同封闭区域的区域填充颜色选取方法。结果该方法简化了复杂的等值连通区域搜索算法,等值图的颜色变化趋势能保持一致,数据测试对比证明了所提算法的正确性。结论该算法通过一系列等值线能一次性得到组成封闭区域边界的点集合,因此,可以实现等值线和等值区域边界的完全吻合,当某些等值线发生变化时,只需更新相关的等值区域即可,提高了等值图件的编辑效率。

深化沈阳现代化都市圈一体化发展的挑战与对策

现代化都市圈一体化发展是城市和国家经济发展到一定阶段的必经之路,本文采用定量和定性分析相结合的方法,深入分析沈阳现代化都市圈一体化发展过程中面临着产业发展阶段存在差异、产业结构趋同、深层次产业分工协作较弱等问题,并根据沈阳都市圈7市1区的实际状况,提出构建“1+ 2+ 6”式对策机制,围绕政务一体化、交通一体化和现代化、基础设施一体化、数字资源一体化、产业一体化和互补共生化、公共服务一体化和便利化等方面建立城市跨界发展与互通模式,重塑以沈阳为中心的辽宁经济发展格局,加快辽宁和东北经济发展。

神经根沉降征四分法分型与腰椎管狭窄症严重程度、疼痛、最小硬膜囊横截面积的相关性

目的:分析神经根沉降征(NRS)四分法分型与腰椎管狭窄症(LSS)严重程度、视觉模拟疼痛量表(VAS)评分、最小硬膜囊横截面积(CSA)的相关性,探讨其对LSS的临床价值。方法:回顾性选择180例LSS患者作为研究对象,均行MRI横断面扫描;采用NRS四分法分型分为阳a型58例,阳b型55例,阳c型31型及阴型36例4组,比较4组最小硬膜囊CSA、VAS评分、Oswestry功能障碍指数(ODI)及腰椎管狭窄相关指标,分析NRS四分法分型与最小硬膜囊CSA、VAS评分、ODI的相关性。结果:4组最小硬膜囊CSA、VAS评分、ODI比较,差异均有统计学意义(均P<0.05)。最小硬膜囊CSA组间两两比较:阳a型、阳b型、阳c型均小于阴型,阳b型、阳c型均小于阳a型,阳c型小于阳b型,差异均有统计学意义(均P<0.05)。VAS评分、ODI组间两两比较:阳a型、阳b型、阳c型均大于阴型,阳b型、阳c型均大于阳a型,阳c型大于阳b型,差异均有统计学意义(均P<0.05)。各型椎管正中矢状径、侧隐窝矢状径差异均无统计学意义(均P>0.05)。NRS分型与VAS评分、ODI呈正相关(r=0.894,0.929;均P<0.001),与最小硬膜囊CSA呈负相关(r=-0.870,P<0.001)。结论:NRS四分法分型越高,LSS症状和狭窄程度越重,这对LSS的诊断和病情评估均有重要价值。

数据自主权、数据保护与数据流动的不可能三角问题——以粤港澳大湾区跨境数据治理为例

数据跨境流动治理作为数字化时代下重要议题,正在成为数字时代国际合作的热点。文章提出数据跨境流动的不可能三角理论,即数据自主权、数据保护和数据流动三个方面不可能同时满足。通过分析粤港澳大湾区数据跨境流动不可能三角问题的一般性与特殊性,并结合数据跨境治理体系演变的国际经验,提出粤港澳大湾区数据跨境治理模式的三个维度。基于数据治理不可能三角的视角,提出推动粤港澳大湾区数据跨境流动的优化策略,以打造粤港澳大湾区数据流动与安全规则体系、完善粤港澳大湾区数据跨境流动的协同机制为突破口,加快构建具有中国特色的数据跨境流动规则,实现数据跨境有序安全流动。

粤港澳大湾区食品安全社会共治

以粤港澳大湾区为研究对象,基于计划行为理论构建公众参与食品安全治理影响因素的理论模型。描述性统计分析发现粤港澳大湾区食品安全治理的公众参与存在地区差异,即珠三角地区公众参与、主观规范、知觉行为控制、对政府监管的满意度低于港澳地区。随后通过结构方程模型分析揭示了公众参与食品安全共治的影响因素和机制,结果显示食品安全治理中政府监管满意度对公众参与有显著影响,其作用机制是通过正向影响主观规范、参与态度、知觉行为控制对公众参与产生正向影响。食品受害经历对风险感知和参与态度有正向影响,进而促进食品安全治理的公众参与,即有食品受害经历的个体参与食品安全治理的意愿更高。研究结论对促进粤港澳大湾区食品安全跨界合作与社会共治具有重要参考意义。

南太行自然保护地空间分布格局及交叉重叠关系研究

以南太行地区5种类型99处国家级和省级自然保护地为研究对象,运用最邻近点指数、地理集中指数和核密度分析法并借助GIS的空间分析功能,对南太行自然保护地的空间分布特征以及交叉重叠情况进行定性和定量分析。结果表明,南太行自然保护地森林公园的数量最多,自然保护区面积最大,长治市内的保护地分布数量最多,整体呈集聚的空间分布类型;其保护地按照密度值可分为3档,大多为点状分布,高密度区主要呈带状和团块状分布在南太行东部地带及部分南部地区;99处保护地中存在27处交叉重叠,风景名胜区交地质公园是最多的重叠类型。

TBM隧道下穿交角对高速铁路隧道变形影响研究

由于隧道断面尺寸不同、施工方法不同,在不同下穿角度下,既有隧道的变形沉降规律有所不同。对于埋深较大的山岭隧道,隧道交角对既有隧道变形的影响有待进一步研究。以瓯江引水工程TBM隧道下穿既有圆岩寨高速铁路隧道工程为背景,分析不同下穿交角下既有隧道的变形规律。采用了现场监测对比数值模拟的研究方法,既有隧道采用全站仪自动化监测方案,监测下穿期间既有隧道的沉降变形;通过MIDAS GTX NX建立三维数值模型,研究了新建TBM隧道下穿交角为0°、18°、58°、78°、90°的情况下既有高速铁路隧道的变形。研究表明:既有隧道拱腰处的沉降值,先开挖段略大于后开挖段;当隧道垂直相交时,既有隧道最大沉降值相对最小,但不同交角下,既有隧道最大沉降值相差不大;既有隧道沉降沿轴线方向呈“凹槽型”分布,随着两隧道交角减小,凹槽张开程度增大,既有隧道受新建隧道施工影响的扰动区域增大,且既有隧道扰动影响范围长度与隧道叠交长度呈正相关关系。为了减小既有隧道的扰动范围,建议新建TBM隧道以大角度相交的方式穿越既有隧道。

椎旁肌退变与L5/S1峡部裂性腰椎滑脱程度的关系

目的:探究椎旁肌退变与L5/S1峡部裂性腰椎滑脱程度的关系。方法:回顾性分析2020年1月1日~2023年12月31日郑州大学第一附属医院骨科收治的108例L5/S1双侧峡部裂患者的临床资料,其中女62例,男46例,年龄26~86(52.8±10.4)岁,所有患者腰椎侧位及动力位X线、腰椎CT和腰椎MRI等影像学资料完整。根据是否伴有滑脱及Meyerding分度将患者分为无滑脱组(28例)、Ⅰ度滑脱组(46例)和Ⅱ度滑脱组(34例)。在腰椎轴位MRI的L5下终板层面测量椎体横截面积(V CSA)、竖脊肌横截面积(ES CSA)、多裂肌横截面积(MF CSA)以及关节突关节角度(FJA),并计算平均关节突关节角度(mFJA)、多裂肌相对横截面积(MF rCSA)、竖脊肌相对横截面积(ES rCSA)、多裂肌脂肪浸润率(MF FIR)及竖脊肌脂肪浸润率(ES FIR)。比较三组间年龄、性别、体质指数(BMI)、病程、V CSA、mFJA、MF CSA、ES CSA、MF rCSA、ES rCSA、MF FIR以及ES FIR之间的差异,并使用有序Logistics回归分析年龄、性别、病程、BMI、mFJA、MF rCSA、ES rCSA、MF FIR、ES FIR等参数与峡部裂性腰椎滑脱程度的关系。结果:各组间年龄、体重、BMI、V CSA、mFJA无统计学差异(P>0.05)。无滑脱组女性患者(29%)占比显著低于Ⅰ度滑脱组(61%)和Ⅱ度滑脱组(76%)(P<0.05);无滑脱组的身高(1.68±0.06m)相较于Ⅰ度滑脱组(1.64±0.75m)和Ⅱ度滑脱组(1.63±0.54m)更高(P<0.05),病程相较于Ⅰ度滑脱组和Ⅱ度滑脱组更短(P<0.05)。三组间MF CSA、MF rCSA以及ES FIR差异均无统计学意义(P>0.05),Ⅱ度滑脱组的ES CSA和ES rCSA(3183.2±1196.38mm^(2)和2.14±1.11)显著高于Ⅰ度滑脱组(2579.28±896.56mm^(2)和1.65±0.65)及无滑脱组(2401.40±742.98mm^(2)和1.56±0.58)(P<0.05);Ⅱ度滑脱组的MF FIR(40.70±14.05)%显著高于Ⅰ度滑脱组(30.39±12.98)%及无滑脱组(26.69±9.96)%(P<0.05);Ⅰ度滑脱组与无滑脱组间ES CSA、ES rCSA和MF FIR差异无统计学意义(P>0.05);有序Logistics回归分析结果显示,女性(OR=2.81,95%CI:1.120~7.062,P=0.028)及MF FIR增加(OR=1.044,95%CI:1.003~1.088,P=0.034)是峡部裂性腰椎滑脱程度加重的独立危险因素(P<0.05)。结论:滑脱程度较重的双侧峡部裂患者多裂肌脂肪浸润更严重,并且出现了竖脊肌的肥大,女性及MF FIR增加是峡部裂性腰椎滑脱程度加重的独立危险因素。