土力学10地基承载力.pptx

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1、8.1 Introduction(前言)the settlement of the foundation should be tolerable and,in particular,differential settlement should not cause any unacceptable damage of the structure (基础的沉降和沉降差必须在该建筑物所允许的范围之内)Allowable bearing capacity(qa)is defined as the maximum pressure which may be applied to the soil suc

2、h that the above two requirements are satisfied.From first requirement,qa is defined as:(地基的容许承载力 qa 定义为当上述两个条件满足时的基底最大压力.当条件一满足时qa 定义如下)第1页/共42页8.2 Types of foundation failures(基础破坏的类型)(i)General shear failure(整体剪切破坏)State of plastic equilibrium is fully developed throughout the soil above the fail

3、ure surfaces(地基形成连续滑动面而破坏)Heaving of the ground surface occurs(基础两侧地面向上隆起)Typical failure mode for soils of low compressibility,i.e.dense or stiff soils(密砂或硬粘土的典型破坏模式)PressureSettlementSliding surface(滑动面)Ground surface(地面)第2页/共42页8.2 Types of foundation failures(基础破坏的类型)(ii)Local shear failure(局部剪切

4、破坏)Partial development of the state of plastic equilibrium(剪切破坏区限制在地基内部某一区域)Slight heaving occurs(基础两侧地面只是微微隆起)It is characterised by the occurrence of relatively large settlements(这种破坏型式的特征是出现相对大的沉降)PressureSettlementSliding surface(滑动面)Ground surface(地面)第3页/共42页8.2 Types of foundation failures(基础破

5、坏的类型)(iii)Punching shear failure(冲剪破坏)There is relatively high compression of the soil under the foundation accompanied by shearing in the vertical direction around the edges of the foundation(基础边缘下地基产生垂直剪切破坏)No heaving of the ground surface(基础两侧地面不出现隆起)PressureSettlementSliding surface(滑动面)Ground s

6、urface(地面)第4页/共42页8.3 Ultimate bearing capacity of shallow foundations(浅基础地基极限承载力)Foundations can be classified as shallow and deep foundations.In general,if the depth of a foundation(D)is smaller than or equal to its breadth(B),i.e.D/B 1,the foundation is classified as shallow foundation.(一般认为,当基础的

7、埋深D小于或等于基础宽度B时,称为浅基础)第5页/共42页8.3 Ultimate bearing capacity of shallow foundations(浅基础地基极限承载力)The following figure shows a strip foundation of width b and infinite length carries a uniform pressure q on the surface of a homogeneous and isotropic soil.In addition,an additional surcharge pressure qo ac

8、ts on the soil surface(下图代表一条形基础:基础宽度为b,无限长度,均布荷载q,地基为均质土和各性同向,基础两侧均布荷载为qo)Ground surfaceqbqoGround surfaceqbdo第6页/共42页8.3.1 Prandtls method(普朗特公式)Assumption:the base of the foundation is smooth and the soil is weightless.(假设基底光滑与土体无重)The failure mechanism for a strip foundation is shown in followin

9、g figure.(下图代表条形基础的假设滑动面)quqoqob第7页/共42页8.3.1 Prandtls method(普朗特公式)Plastic equilibrium exists above the assumed failure surface EDCGF such that:(在滑动面EDCGF以上土体达到朔性平衡状态)ABC is active Rankine zone(ABC为朗肯主动区)ACD and BCG are radial shear zones(ACD与BCG为径向剪切区)ADE and BGF are passive Rankine zones ADE and

10、BGF(ADE与BGF为朗肯被动区)quqoqob第8页/共42页8.3.1 Prandtls method(普朗特公式)ABC and BAC are 45+/2DAE,DEA,GBF and GFB are 45-/2The surfaces CD and CG are logarithmic spirals to which BC and ED,or AC and FG are tangential(ED与FG为直线)quqoqob第9页/共42页8.3.1 Prandtls method(普朗特公式)Using plastic theory,the following exact so

11、lution is obtained for the ultimate bearing capacity qu of a strip footing on the surface of a weightless soil.(根据塑性理论,条形基础在无重量地基上的极限承载力为以下公式)第10页/共42页8.3.1 Prandtls method(普朗特公式)The ultimate bearing capacity equation is simplified to the following expression:(极限承载力公式可以简化为以下公式)where d is depth of fo

12、undation,o is unit weight of soil above the base of the foundation,Nc and Nq are bearing capacity factors(d为基础的埋深,o基底以上两侧土体的重度,Nq与Nc为承载力因素)第11页/共42页8.3.2 Soil with weight(考虑土体重量)Assumption:the principle of superposition can be used in deriving the ultimate bearing capacity equation.The ultimate bear

13、ing capacity can be expressed in the following form:(当考虑地基重量时,可应用叠加原埋,以下公式中的首项代表地基自重的贡献,Nq与Nc分别从普朗特公式找出)(i)Smooth foundation(基底光滑)and第12页/共42页8.3.2 Soil with weight(考虑土体重量)If the foundation is rough,so that no slip takes place on AB,ABC is not considered to be an active Rankine zone(ABC不是朗肯主动区)Assum

14、ption:ABC and BAC equal to (ii)Rough foundation Terzaghis method(基底粗糙-太沙基公式)quqoqob第13页/共42页8.3.2 Soil with weight(考虑土体重量)The ultimate bearing capacity equation is shown as follows:(ii)Rough foundation Terzaghis method(基底粗糙-太沙基公式)The ultimate bearing factors are shown in the next graph.第14页/共42页Ulti

15、mate bearing capacity factors(极限承载力因素)第15页/共42页第16页/共42页Chapter 8 Bearing capacity Part 2(地基承载力)In this lecture,well learnAllowable bearing capacity of shallow foundations based on depth of plastic zone(从塑性区的深度计算浅基础地基容许承载力)Design value of bearing capacity(地基承载力的特征值)第17页/共42页8.4 Allowable bearing cap

16、acity of shallow foundations(浅基础地基容许承载力)The following figure shows a strip foundation of width b and infinite length carries a uniform pressure q on the surface of a homogeneous and isotropic soil.In addition,an additional surcharge pressure qo acts on the soil surface(下图代表一条形基础:基础宽度为b,无限长度,均布荷载q,地基

17、为均质土和各性同向,基础两侧均布荷载为qo)Ground surfaceqbqoGround surfaceqbdBase of foundation第18页/共42页8.4 Allowable bearing capacity of shallow foundationsFrom elastic theory,the increases in principal stresses at a given point M are shown as follows(地基中任意点M的附加大,小主应力可从弹性理论找出)bxzz2q13xqo=dM第19页/共42页8.4 Allowable beari

18、ng capacity of shallow foundationsAssume the coefficient of earth pressure at-rest(Ko)is 1,the increments in principal stresses can be superimposed to the principal stresses.The final principal stresses at depth z are(假设静止土压力系数Ko=1,这样自重应力与附加应力可以在任意方向叠加,地基中任意点M的大小主应力可从以下公式找出)第20页/共42页8.4 Allowable be

19、aring capacity of shallow foundationsWhen the stresses in point M reach the limiting equilibrium,1 and 3 at failure are related by the following expression from Mohr-Coulomb failure criteria(当M点达到极限平衡状态时,大小主应力必需满足以下公式)z is depth of the plastic zone and is expressed as a function of (z为塑性区深度,是的函数)第21

20、页/共42页8.4 Allowable bearing capacity of shallow foundationsDifferentiate z with respect to,the maximum value of z can be determined by equating dz/d to 0(z最大值从设导数dz/d为零找出)Rearrange the above expression into the following form:第22页/共42页8.4 Allowable bearing capacity of shallow foundationsThe bearing

21、capacity equation is better to express into the following form:orwhere is unit weight of soil below the base of the foundation,o is unit weight of soil above the base of the foundation第23页/共42页8.4 Allowable bearing capacity of shallow foundationsIf zmax is chosen as b/3If zmax is chosen as b/4 If zm

22、ax is chosen as 0 q1/3,q1/4 and qc are allowable bearing capacities of the foundation(q1/3,q1/4 and qc 为地基容许承载力)第24页/共42页8.5 Design values of bearing capacity(地基承载力的特征值)Determine the ultimate bearing capacity qu from theory likes plastic theory(从理论公式如塑性理论计算极限承载力qu)Calculate allowable bearing capacit

23、y qa from dividing qu by a factor of safety Fs(极限承载力qu除以一个安全系数作为容许承载力qa)If qa also satisfies the settlement criteria,qa will be the design value of bearing capacity(当基底压力为qa时,沉降小于所允许的范围之内,qa 为承载力的特征值)(i)Theoretical Methods(理论公式)第25页/共42页第26页/共42页第27页/共42页第28页/共42页第29页/共42页第30页/共42页第31页/共42页8.5 Design value of bearing capacity(地基承载力的特征值值)(ii)根据现场载荷试验或规范经验值第32页/共42页现场载荷试验现场载荷试验第33页/共42页第34页/共42页第35页/共42页第36页/共42页软弱下卧层验算 当地基受力层范围内存在软弱下卧层时，还必须对下卧层进行验算。基底压力标准值；基底压力标准值；基底处自重压力值；基底处自重压力值；应力扩散角；应力扩散角；pcpczpz第37页/共42页第38页/共42页第39页/共42页第40页/共42页第41页/共42页感谢您的观看。第42页/共42页