CAJ | 학술논문

松软地层透水率较大，防渗灌浆工程吃浆量相对较大，浆液扩散极不规则，形成的防渗帷幕，包括防渗幕体厚度、力学性能、防渗效果等结构性状难以准确把握，现有的方法和技术主要采用压水试验、标贯、钻孔取心、物探等方法获取相关信息，但带有极大的不确定性，直接影响到防渗质量的评价。在现场进行多工况灌浆原型试验研究，通过注水试验、孔斜测定、取心测试、全断面开挖等多种方法，真实呈现防渗幕体的性状，包括幕体有效厚度及其影响范围、幕体强度性能和渗透性能。结果表明，在松软地层采用“浆体封闭、脉动灌浆”控制灌浆工艺，孔距1．5m，两排排距0．8m，并采用适宜的灌浆控制参数灌注可控性黏土水泥浆材，简便高效，孔周挤密区、结石体及胶结体形成的有效幕体均一性好，防渗效果达到5lu 以下，灌后28d 结石体强度达到3MPa 以上。灌浆工艺和参数可直接供类似地层应用。对于不同类型地层在不同灌浆材料、灌浆工艺、灌浆参数情形下的灌浆结构性状，有必要研发物理模型进行大样本室内试验研究。
송연지층투수솔교대，방삼관장공정흘장량상대교대，장액확산겁불규칙，형성적방삼유막，포괄방삼막체후도、역학성능、방삼효과등결구성상난이준학파악，현유적방법화기술주요채용압수시험、표관、찬공취심、물탐등방법획취상관신식，단대유겁대적불학정성，직접영향도방삼질량적평개。재현장진행다공황관장원형시험연구，통과주수시험、공사측정、취심측시、전단면개알등다충방법，진실정현방삼막체적성상，포괄막체유효후도급기영향범위、막체강도성능화삼투성능。결과표명，재송연지층채용“장체봉폐、맥동관장”공제관장공예，공거1．5m，량배배거0．8m，병채용괄의적관장공제삼수관주가공성점토수니장재，간편고효，공주제밀구、결석체급효결체형성적유효막체균일성호，방삼효과체도5lu 이하，관후28d 결석체강도체도3MPa 이상。관장공예화삼수가직접공유사지층응용。대우불동류형지층재불동관장재료、관장공예、관장삼수정형하적관장결구성상，유필요연발물리모형진행대양본실내시험연구。
The high permeability of loose formation,the large consumption plasma of anti-seepage grouting and irregular diffusion have a great deal of uncertainty.So,it is very difficult to accurately grasp the structural traits of the formed impervious curtain,which contains impervious curtain thickness,mechanical properties,anti-seepage effect and other elements.Existing methods and techniques on the assessment of impervious quality mainly include that water pressure test,standard grout depth,coring,physical probe and other methods to access relevant information,which would impose a direct effect.In this study,injection test,hole skew measurement,coring test, whole section excavation and other methods are applied in field,the characters of anti-seepage structure include curtain effective thickness and its sphere of influence,curtain strength properties and permeability characteristic. They are revealed by experimental tests in various operating conditions.Under the condition of 1.5m pitch-row and 0.8m double-row distance,the experimental results show that it is very simple and efficient to adopt the technique of slurry sealing means and pulsating grouting ways to control the grouting process and the utilization of controllable clay grout material with appropriate grouting control parameters.Meanwhile,the periphery hole compaction zone, effective body and cemented stones curtain body are formed uniform and effective.The seepage coefficient reaches 5 lu below.The 28days stone strength after grouting reaches over 3.0MPa.In the effect contrast to pulp and stable slurry paste perfusion,it is found that if grout with stable slurry,it will be mainly with splitting permeability and the diffusion distance will be further than pulp.For higher seepage reinforcement requirements engineering,it will be the best to do the paste perfusion first,and then the stable slurry irrigation.Pulp veins mainly concentrate in the 1m radius around the grouting pipe,accounting for more than 60% of the total grouting volume.It can form an effective impervious body.The soil within 1.0m generates a significant displacement and outside 1.5m generates a small displacement.Grouting technology and parameters can be directly applied to the similar formations of layer.It is necessary to develop a physical model for studying in a large sample for the grouting construction characters of different types of formations in different grouting materials,grouting process and grouting parameters.The main conclusions include the following three parts.The first one is to propose grouting structure traits conceptual model for the characteristics of the soft ground.“The process of closing slurry,pulsating grouting”,and controllability clay grout material are suitable and clear for construction control perfusion parameters.Excavation pulp veins show a clear outcome.Compaction of cement and overlapping curtain grouting shows effectively the process of grouting and controlling parameters.All can be directly applied to similar projects.The second one is to improve the proposed measures to improve the structure of traits:analyze grouting formation effectively,select grouting process in line with the characteristics of the formation,research and experimental hole data sufficiently to determine the formation groutability,choose the appropriate grouting material,hole distance,grout volume and grouting pressure.The third way is to take the excavation which can be directly observed plasma pulse shaping and stone body.But the cost is pretty high.To understand the grouting structure traits of the different types of formations in different grouting materials,grouting process,and different grouting parameters,developing physical model and obtaining valuable results through large sample laboratory tests are needed next.