摘要：针织业客户管理平台是针织企业的数字化利器,有创新价值。一是功能和角色划分创新,集成贴合业务流程的功能模块,为管理员、供货商、客户定制专属功能,打破传统笼统模式,提升协同效率。二是技术融合创新,基于Spring Boot、***和MySQL技术的融合实现方式带来创新突破。Spring Boot强大的后端开发能力、***出色的前端交互构建优势以及MySQL稳定高效的数据存储特性,在本平台被深度整合。创新性地打造出一种架构设计合理、界面设计友好、数据存储安全且功能实现完备的系统架构,相较于以往类似系统,能更敏捷地响应市场变化和客户需求,有效降低了技术维护成本与开发周期。三是在竞争和需求变化中表现卓越,通过强化供货商与客户对接,建立高效信息互通机制,加强双方联系,助力企业优化策略、提升竞争力,推动数字化转型和可持续发展。The customer management platform for the knitting industry is a digital weapon for knitting enterprises, possessing innovative value. Firstly, there is innovation in function and role division. It integrates function modules that closely fit the business process and customizes exclusive functions for administrators, suppliers, and customers, breaking the traditional generalized model and enhancing collaborative efficiency. Secondly, there is innovation in technology integration. The integrated implementation method based on Spring Boot, ***, and MySQL technologies brings innovative breakthroughs. The powerful backend development capabilities of Spring Boot, the excellent front-end interactive construction advantages of ***, and the stable and efficient data storage characteristics of MySQL are deeply integrated in this platform. An innovatively created system architecture with reasonable architecture design, friendly interface design, secure data storage, and complete function implementation is able to respond more nimbly to market changes and customer demands compared with similar systems in the past, effectively reducing the technical maintenance cost and development cycle. Thirdly, it performs outstandingly in the face of competition and changes in demands. By strengthening the docking between suppliers and customers and establishing an efficient information exchange mechanism, it reinforces the connection between both parties, helps enterprises optimize strategies, enhances competitiveness, and promotes digital transformation and sustainable development.

摘要：采用FLAC软件,通过建筑基坑随开挖深度增加边坡土体位移的模拟,提出最佳支护分层厚度。

摘要：应用非线性弹塑模型,以北京地铁五号线为背景,结合盾构技术的实际应用,在全面分析评价工程段地质条件的基础上,对盾构施工段进行了三维动态有限元数值计算,计算并分析了隧道周围土体中的应力、应变、塑性区分布及地表沉降等情况;同时通过对现场实测数据进行整理,初步揭示盾构施工对地层的整个扰动形变过程、主控因素和机理。并将计算结果与实测结果进行了比较和分析,证实了有限元数值模拟已成为研究盾构法的一种快捷且有效手段。