选择题(题正确答案正确答案序号填入题括号题2分36分)
1.力学性满足建筑物承载变形力求层称( )
A.天然基 B.工基C.深基础D.浅基础
2.通特殊施工方法建筑物荷载传递较深土层结构( )
A.天然基 B.工基C.深基础 D.浅基础
3.风力搬运形成土( )
A残积土 B.坡积士C.积土 D.风积士
4.关土组成说法误项( )
A天然形成土通常固体颗粒液体水气体三部分(俗称三相)组成
B.土固体颗粒矿物成分分原生矿物次生矿物两类
C.土粒越均匀土级配越
D.土孔隙中液态水结合水水二种形态存
5.仅层土时土中重应力深度关系( )
A.线性减少
B.线性增加
C.变
D.确定
8.关基变形相关概念叙述误项( )
A.土压缩变形实质土中孔隙体积变结果
B.侧限条件土竖应力竖应变称压缩模量
C.土体侧限条件应变应力值称变形模量
D.般工程常侧限压缩试验测定土压缩性
9.关土抗剪强度测定方法说法误项( )
A.土抗剪强度指标测试方法原状土室试验现场原位试验两类
B.室试验直剪试验三轴剪切试验侧限抗压强度试验等
C.现场原位试验十字板剪切试验原位直剪试验等
D.测定土抗剪强度简单常方法三轴剪切试验
10朗肯土压力理适条件( )
A.墙填土粘性土B.墙水
C.墙填土粘性土
D.墙背竖直光滑墙土体半限体
11国家标准岩土工程勘察规范工程重性等级场等级基等级均分( )A.2级 B.3级
C.4级 D.5级
12.建筑场基挖掘探坑探槽探井等进行勘探方法( )
A.钻探
B.掘探C物探D.
13.关刚性基础柔性基础说法误项( )
A柔性基作荷载称柔性荷载
B.筋扩展基础称刚性基础
C.刚性基作荷载称刚性荷载
D.柔性基础荷载作发生变形调整荷载分布
14防止基均匀沉降危害措施建筑措施结构措施施工措施三种种措施中属施工措施( )
A.控制长高B.设置圈梁C.合理安排施工序
D.合理布置墙体
15群桩效应系数桩距桩数桩颈桩入土长度等素关中素
( )
A.桩距 B.桩数
C.桩颈 D.桩土长度
16.低承台桩基设计计算第步( )
A.选择桩类型桩持力层尺寸初拟承台底面标高
B.确定单桩基桩承载力设计值
C.确定桩数量间距面布置
D.验算桩基承载力必时进行沉降量验算
17.软土具流动性中包括蠕变特性流动特性应力松弛特性长期强度特性中应力松弛特性指( )
A.荷载变情况变形时间发展特性B.土变形速率应力变化特性
C.恒定变形条件应力时间减特性
D.土体长期荷载作土强度时间变化特性18建筑物沉降观测重仪器( )
A.纬仪B.水准仪C.罗盘仪D.读数显微镜
二判断题(正确划√错误划×题2分20分)
1.基连接部结构基础结构构件基应符合部结构求( )
2.矿物指壳中具定化学成分部构造物理性质然元素化合物( )3.岩石矿物岩屑质作定规律凝聚成然质体( )
4.基础底面基压力称基底压力方( )
5.勘察目查明评价工程场岩土技术条件工程间关系( )6.摩擦型桩桩顶竖荷载桩端阻力承受( )
7.群桩承载力等单桩承载力总沉降量等单桩沉降量群桩效应( )
8.膨胀土然天然状态强度较高压缩性较低种天然基( )9.山区基原基相具基性质均匀问题场稳定性问题( )
10天然土层作基持力层浅基础基槽开挖应进行验槽工作工程勘察工作第环节( )
三筒答题(题8分32分)
1.谓重应力附加应力基底压力土压力?
2.土粒矿物成分形状颗粒级配土体抗剪强度关系?3.简述低承台桩基设计计算步骤
4.什基土液化现象?
四分析题(12分
简述桩土体系荷载传递程
试题答案评分标准
选择题题正确答案正确答案序号填入题括号题2分36分)1.A2C 3.D 4C 5B 6A
7A 8C 9D 10D 11B 12B13D 14C 15A 16A 17C 18B
二判断题(正确划√错误划×题2分20分)
1.× 2.√ 3.√ 4.× 5.√6.× 7.× 8.√ 9.√ 10×三简答题(题8分.32分)
简答题点根答题情况酌情分
1.谓重应力附加应力基底压力土压力?答案点:
土体重产生应力称重应力
建筑面堆载基础引起应力附加应力基础底面基压力称基底压力
挡土墙墙背受墙填土身重力外荷载作该作称土压力2.土粒矿物成分形状颗粒级配土体抗剪强度关系?
答案点:土体抗剪强度取决土体粘聚力摩阻力粘聚力越抗剪强度越摩阻力越抗剪强度越
矿物成分土粒表面薄膜水电分子吸力原始粘聚力外胶结物质加固粘聚力增
土粒形状规圆卵形摩阻力土粒愈细表面积愈水作愈强烈粘聚力颗粒粗形状规摩阻力颗粒级配愈愈易压密粘聚力摩阻力均增
3.简述低承台桩基设计计算步骤答案点:
1)选择桩类型桩持力层尺寸初拟承台底面标高2)确定单桩基桩承载力设计值
3)确定桩数量间距面布置
4)验算桩基承载力必时进行沉降量验算5)桩身结构设计
6)承台设计计算7)绘制桩基施工图4.什基土液化现象?
答案点:
基土液化强震区历次震引起显著震害基土液化原饱砂土粉土受震动趋密实导致土体中孔隙水压力骤然升相应减少土粒间效应力降低土体抗剪强度周期性震作孔隙水压力逐渐积累抵消效应力时土粒处悬浮状态时土粒完全失抗剪强度显示出液体特性种现象称液化
四分析题(12分)
题点根答题情况酌情分答案点:
桩侧阻力桩端阻力发挥程桩土体系荷载传递程桩顶受竖荷载桩身压缩位移桩侧表面受土摩阻力桩侧土体产生剪切变形桩身荷载传递桩周土层中桩身荷载桩身压缩变形深度递减着荷载增加桩端出现竖位移桩端反力桩端位移加桩身截面位移促桩侧阻力进步发挥桩身侧摩阻力发挥达极限继续增加荷载荷载增量全部桩端阻力承担直桩端阻力达极限导致位移迅速增加破坏
选择题(题5分25分)
1基发生整体滑动破坏时作基底压力定( )
A塑荷载 B界荷载
C极限荷载 D基承载力
2采搓条法测定塑限时土条出现裂纹断裂时直径应( )
A2㎜ B3㎜
C4 ㎜ D5㎜
3土天然含水量发生变化时变化指标( )
A塑限 B液限
C塑性指标 D液性指标
4浅基础设计中需满足宽高限制基础( )
A 独立基础 B条形基础
C刚性基础 D柔性基础
5堆载预压法加固基原理( )
A碾压夯实 B排水固结
C换土回填 D挤密土层
二简答题(题10分40分)
1简述基承载力基值f0标准值fR设计值f间关系?
2孔隙土定孔隙土密实?什?
3什粗颗粒土粒径级配分类细颗粒土塑性指数分类?
4三轴压缩试验直接剪切试验相具优点?
三计算题(35分)
1 某挡土墙高5米墙背光滑垂直光滑填土面水作连续均布荷载P10千牛方米墙填土性质指标γ20千牛立方米C10KPaф16度水位图示试计算作挡土墙动土压力水压力绘制土压力分布图(20分)
P10KN㎡
0
2米
1
3米
2
2 某土样重180克饱度90相密度27烘干重135克该土样压密干密度达15克/立方厘米试计算时土样天然重度含水量孔隙饱度?(15分)
试题参考答案评分标准
选择题(题5分25分)
1C 2B 3D 4C 5B
二简答题(题10分40分)
1 答:承载力基值回修正标准值fR标准值fR宽度深度修正设计值f
2答:定
砂土密实度仅孔隙关粒径级配等素关种粒径级配均匀土处密实状态孔隙种粒径级配良松散土孔隙
3答:粗颗粒土岩石物理风化产物保持着原岩石矿物成分性质颗粒作建筑基力学性质起着决定性作粒径级配分类细颗粒土化学风化作形成次生矿物生成程中混入机质性质取决土颗粒组成矿物成分电化学性质塑性指数定程度综合反映细颗粒土性质
4 答:应力条件明确剪切面固定控制排水条件测定孔隙水压力试验成果总应力强度包线效应力强度包线
三计算题(35分)
1解:Katg(45-162)057
( Ka)开方075
Z0(2×10×07510×057)20×057082
1点 P a1(10+20×2)057-2×10×075135KPa
2点P a2[10+2×20+(2010)×3]057-2×10×075306K Pa
P a1352×(2082)+(135+306)2×3741KNm
P w12×10×3×345KNm
绘制土压力分布图
P10KN㎡
0
Z0082m 2m
1 135 KN㎡
3m
2 306 KN㎡ 30 KN㎡
2解已知条件原土样三相数值:
Ms=135g Mw18013545g M180g
Vs135/2750立方厘米 Vv905040立方厘米 Vw40立方厘米
Mw40g M135+40175g
求指标定义:
γ175/90194千牛/立方米
w40/135×10030
e40/5008
Sr40/40×100100
选择题(题5分25分)
1基发生整体滑动破坏时作基底压力定( )
A塑荷载 B界荷载
C极限荷载 D基承载力
2采搓条法测定塑限时土条出现裂纹断裂时直径应( )
A2㎜ B3㎜
C4 ㎜ D5㎜
3土天然含水量发生变化时变化指标( )
A塑限 B液限
C塑性指标 D液性指标
4浅基础设计中需满足宽高限制基础( )
A 独立基础 B条形基础
C刚性基础 D柔性基础
5堆载预压法加固基原理( )
A 碾压夯实 B排水固结
C换土回填 D挤密土层
二简答题(题10分40分)
1简述基承载力基值f0标准值fR设计值f间关系?
2孔隙土定孔隙土密实?什?
3什粗颗粒土粒径级配分类细颗粒土塑性指数分类?
4三轴压缩试验直接剪切试验相具优点?
三计算题(35分)
3 某挡土墙高5米墙背光滑垂直光滑填土面水作连续均布荷载P10千牛方米墙填土性质指标γ20千牛立方米C10KPaф16度水位图示试计算作挡土墙动土压力水压力绘制土压力分布图(20分)
P10KN㎡
0
2米
1
3米
2
4 某土样重180克饱度90相密度27烘干重135克该土样压密干密度达15克/立方厘米试计算时土样天然重度含水量孔隙饱度?(15分)
基基础 试题答案评分标准
选择题(题5分25分)
1C 2B 3D 4C 5B
二简答题(题10分40分)
1 答:承载力基值回修正标准值fR标准值fR宽度深度修正设计值f
2答:定
砂土密实度仅孔隙关粒径级配等素关种粒径级配均匀土处密实状态孔隙种粒径级配良松散土孔隙
3答:粗颗粒土岩石物理风化产物保持着原岩石矿物成分性质颗粒作建筑基力学性质起着决定性作粒径级配分类细颗粒土化学风化作形成次生矿物生成程中混入机质性质取决土颗粒组成矿物成分电化学性质塑性指数定程度综合反映细颗粒土性质
4 答:应力条件明确剪切面固定控制排水条件测定孔隙水压力试验成果总应力强度包线效应力强度包线三计算题(35分)
1解:Katg²(45-16º2)057
( Ka)开方075
Z0(2×10×07510×057)20×057082
1点 P a1(10+20×2)057-2×10×075135KPa
2点P a2[10+2×20+(2010)×3]057-2×10×075306K Pa
P a1352×(2082)+(135+306)2×3741KNm
P w12×10×3×345KNm
绘制土压力分布图
P10KN㎡
0
Z0082m 2m
1 135 KN㎡
3m
2 306 KN㎡ 30 KN㎡
2解已知条件原土样三相数值:
Ms=135g Mw18013545g M180g
Vs135/2750立方厘米 Vv905040立方厘米 Vw40立方厘米
Mw40g M135+40175g
求指标定义:
γ175/90194千牛/立方米
w40/135×10030
e40/5008
Sr40/40×100100
选择题(题5分25分)
1建筑物施工速度较快基土透水条件良抗剪强度指标测定方法宜选( )
A固结排水剪切试验 B固结排水剪切试验
C排水剪切试验 D直接剪切试验
2土天然含水量发生变化时变化指标( )
A塑限 B液限
C塑性指标 D液性指标
3基发生整体滑动破坏时作基底压力定( )
A塑荷载 B界荷载
C极限荷载 D基承载力
4堆载预压法加固基原理( )
A 碾压夯实 B排水固结
C换土回填 D挤密土层
5夯实深层基土宜采方法( )
A 分层压实法 B强夯法
C重锤夯实法 D振动碾压法
二简答题(题10分40分)
1孔隙土定孔隙土密实?什?
2什单桩竖承载力?确定单桩竖承载力方法种?
3三轴压缩试验直接剪切试验相具优点?
4重应力情况引起基沉降?什?
三计算题(35分)
1某土样重180克饱度90相密度27烘干重135克该土样压密干密度达15克/立方厘米试计算时土样天然重度含水量孔隙饱度?
2某挡土墙H6米墙背光滑垂直填土水作水超载q20千牛方米墙填土分两层第层γ18千牛立方米C0ф30度第二层:γ20千牛立方米C10千牛方米ф16度试求总土压力绘出土压力分布曲线(20分)
q20KN㎡
0
2米
1 4米
2
试题参考答案评分标准
选择题(题5分25分)
1A 2D 3C 4B 5B
二简答题(40分)
1答:定砂土密实度仅孔隙关粒径级配等素关种粒径级配均匀土处密实状态孔隙种粒径级配良松散土孔隙
2答:单桩竖承载力指单桩外荷载作桩失稳定产生沉降变形种情况承受荷载
桩身材料强度土桩支承力综合确定土桩支承力确定单桩承载力方法:静载荷试验静力学公式等
3答:应力条件明确剪切面固定控制排水条件测定孔隙水压力试验成果总应力强度包线效应力强度包线
4答:新沉积土层重应力作会引起沉降
三计算题(35分)
1解已知条件原土样三相数值:Ms=135g Mw18013545g M180g
Vs135/2750立方厘米 Vv905040立方厘米 Vw40立方厘米
Mw40g M135+40175g
求指标定义:
γ175/90194千牛/立方米
w40/135×10030
e40/5008
Sr40/40×100100
2解:Ka1tg²(45-30º2)033
Ka2tg²(45-16º2)057
( Ka2 )开方075
0点 P a1033×2067KN㎡
P a1(20+2×18)0331848KN㎡
1点 P a1(20+2×18)057-2×10×0751692KN㎡
2点 P a2(20+2×18+4×20)057-2×10×0756252KN㎡
P a[(67+1848)]2+[(1692+6252)]2×418406 KN㎡
0 67
2米
1 1848
1692
4米
2 6252
(土压力分布图)
选择题(题正确答案正确答案序号填入题括
号题2分36分)
1.通特殊施工方法建筑物荷载传递较深土层结构( )
A.天然基 B.工基
C.深基础 D.浅基础
2.风力搬运形成土( )
A.残积土 B.坡积土
C.积土 D.风积土
3.工程土中粒径2ram颗粒含量超总质量50%土( )
A.碎石土 B.砂土
C.粉土 D.黏性土
4.土重度20KN/m3面10m处重应力( )
A.200KPa B.20KPa
C.2KPa D.10KPa
5.关基变形相关概念叙述误项( )
A.土压缩变形实质土中土颗粒体积变结果
B.侧限条件土竖应力竖应变称压缩模量
C.土体侧限条件应力应变值称变形模量
D.般工程常侧限压缩试验测定土变形性
6.F图刚性基础基底反力部荷载关系图中P1P2P3关系正确( )
7.黏性土具抗剪强度原黏性土身具( )
A.摩阻力 B.摩阻力黏聚力
C.摩擦力咬合力 D.黏聚力
8.作挡土结构土压力结构位移情况墙土体处应力状态分( )
A.静止土压力动土压力动土压力
B.静止土压力动土压力移动土压力
C.静止土压力动土压力转动土压力
D.静止土压力移动土压力转动土压力
9.列素土坡土中剪应力增加( )
A.土坡加载 B.粘性土蠕变
C.气候变化土质变松等 D.饱细粉砂受振动液化
10.列工作属初步勘察容( )
A.初步查明质构造层结构岩土工程特性水埋藏条件
B.搜集拟建工程关文件工程质岩土工程资料工程场形图
C.初步判定水土建筑材料腐蚀性
D.搜集区域质形貌矿产震工程质岩土工程等资料
11.深基础结构形式( )
A.沉井基础 B.连续墙
C.箱形基础 D.桩基础
12.设置沉降缝防止基均匀沉降建筑措施列项沉降缝位置设置误
( )
A.建筑物结构基础类型处
B.建筑物面转折部位
C.基土压缩性显著变化处
D.建筑物高度荷载差异处
13.关桩基中性点说法误( )
A.中性点处桩摩阻力零
B.中性点截面处桩身轴力
C.中性点正摩擦区
D.中性点负摩擦区
14.软土具流动性中包括蠕变特性流动特性应力松弛特性长期强度特性中蠕变特性指( )
A.荷载变情况变形时问发展特性
B.土变形速率应力变化特性
C.恒定变形条件应力时间减特性
D.指土体长期荷载作土强度时问变化特性
15.低承台桩基设计计算第步( )
A.选择桩类型桩持力层尺寸初拟承台底面标高
B.确定单桩基桩承载力设计值
C.确定桩数量间距面布置
D.验算桩基承载力必时进行沉降量验算
16.灌注桩桩长桩身混凝土强度桩底沉渣厚度判定检测方法( )
A.钻芯法 B.声波投射法
C.低应变动测法 D.高应变动测法
17.勘察工作布置时选例尺序正确项( )
A.行性研究勘察>初步勘察>详细勘察
B.初步勘察>行性研究勘察>详细勘察
C.详细勘察>初步勘察>行性研究勘察
D.行性研究勘察>详细勘察>初步勘察
18.建筑物沉降观测重仪器( )
A.纬仪 B.水准仪
C.罗盘仪 D.读数显微镜
二判断题(正确划√错误划x题2分20分)
1.承受建筑物全部荷载部分层称基础( )
2.矿物指壳中具定化学成分部构造物理性质然元素化合物( )
3.级配良土相应基土强度稳定性较透水性压缩性较( )
4.土中重应力深度呈线性增加( )
5.正常固结土前期固结压力现覆盖土重( )
6.勘察目查明评价工程场岩土技术条件工程间关系( )
7.端承桩桩顶竖荷载桩侧阻力承受( )
8.钢筋混凝土独立基础计算包括确定基础底面积基础高度基础底板配筋( )
9.群桩承载力等单桩总沉降量等单桩沉降量群桩效应( )
10.天然土层作基持力层浅基础基槽开挖应进行验槽工作工程勘察工
作环节( )
三简答题(题8分32分)
1.谓重应力附加应力基底压力土压力
2.简述饱土渗透固结程
3.行性研究勘察时应拟建场稳定性适宜性做出评价具体求
4.确定基础埋置深度条件
四分析题(12分)
简述桩土体系荷载传递程
基基础试题答案评分标准
(供参考)
2009年1月
选择题(题正确答案正确答案序号填入题括号题2分36分)
1.C 2.D 3.A 4.A 5.A
6.B 7.B 8.A 9.A l0.D
11.C l2.C l3.B l4.A l5.A
16.A l7.A l8.B
二判断题(正确划√错误埘×题2分20分)
1.× 2.√ 3.√ 4.× 5.×
6.√ 7.× 8.√ 9.× l0.√
三简答题(题8分32分)
简答题点根答题情况酌情分
1.谓重应力附加应力基底压力土压力
答案点:
土体重产生应力称重应力
建筑面堆载基础引起应力附加应力
基础底面基压力称基底压力
挡土墙墙背受墙填土身重力外荷载作该作称土压力
2.简述饱土渗透固结程
答案点:
饱土体外荷作压缩程土中孑L隙水逐渐排出孔隙体积逐渐减孔隙水压力逐渐消散转移土粒骨架效应力(粒间挤压应力)逐渐增压缩变形逐渐增直稳定程
3·行性研究勘察时应拟建场稳定性适宜性做出评价具体求蝤
(1)搜集区域质形貌矿产震土程质岩土工程等资料
(2)踏勘解场层构造岩性良质作水等工程质条件
竺置拟建场工程质条件复杂已资料满足求时应根具体情况进行工程
质测绘必勘探工作
4·确定基础埋置深度条件
(1) 建筑物途室设备基础设施基础形式构造
(2) 作基荷载性质
(3) 工程质水文质条件
(4) 相邻建筑物基础埋深
(5) 基土冻胀融陷影响
四分析题
题点根答题情况酌情分
答案点
桩侧阻力桩端阻力发挥程桩土体系荷载传递程桩顶受竖荷载
桩身压缩位移桩侧表面受土摩阻力桩侧土体产生剪切变形桩身荷载传递桩周土层中桩身荷载桩身压缩变形深度递减着荷载增加桩端出现竖位移桩端反力桩端位移加桩身截面位移促桩侧阻力进步发挥桩身侧摩阻力发挥达极限继续增加荷载荷载增量全部桩端阻力承担直桩端阻力达极限导致位移迅速增加破坏
请您删容O(∩_∩)O谢谢2015年中央电期末复考试抄全电期末考试必备抄电考试必抄请您删容O(∩_∩)O谢谢2015年中央电期末复考试抄全电期末考试必备抄电考试必抄The battle for young viewers CCTV is embracing Internet culture and working with independent producers on TV shows to woo audiences under 35 Han Bing bin reports After charming audiences with his warm smile for 14 years China Central Television host Li Jiaming recently found himself targeted by a group of young netizens unhappy with his style The complaints came after Li hosted the premiere of Rising Star on Oct 31 It is a singing competition show that originated in Israel Many young netizens found his hosting style slow and boring and mocked it as CCTV evening gala style They even initiated an online campaign to replace him The 40yearold host's reaction to the criticism was surprising During the second episode he jokingly called himself the slow Jiaming and acted much younger talking faster and louder It's like selling a product When the customers file a complaint you must change says Li In the Internet age you get feedback very quickly These young people are so cute When you're willing to change for them they will quickly like you back In order to win more young viewers CCTV is relying on programs such as Rising Star to embrace Internet culture In Rising Star a studio audience and fans watching on television vote for their favorite singers in real time using the instantmessaging app WeChat Rising Star was designed to be a live broadcast but the Chinese version isn't because of policy reasons Still WeChat votes by viewers at home are still a major factor in determining which contestants advance to the next round In the show's latest episode more than 65 million votes were cast via WeChat Now the competition among entertainment shows is very fierce Audiences have more diverse needs CCTV needs to embrace an open attitude interact with young audiences and blend with the Internet says Lyu Yitao director of CCTV's entertainment channel The producer of Rising Star Enlight Media says the program will have a phenomenal effect given CCTV's audience base nationwide But it comes with a challenge says Zhang Hang chief producer of the program and CEO of Enlight Media's TV business Unlike topranking provincial satellite channels such as Hunan TV which have a large base of young fans thanks to a series of phenomenally popular entertainment and reality shows CCTV productions are usually more conservative and serious and thus have a much older audience base If we were to run this program on Hunan we may attract twice as many viewers says Zhang But since we didn't make it there we now have to make the best out of the given conditions And it means we have to make certain compromises When the current season of Rising Star ends Zhang says his company will conduct an overall evaluation of the program and make adjustments for future seasons Although audience ratings haven't lived up to Zhang's expectations he says the program has already helped CCTV attract more young people According to Enlight Media the number of people ages 15 to 35 who watched the first episode of Rising Star was 76 percent higher than the usual audience for CCTV entertainment productions In order to attract young audiences CCTV has been working with independent production companies As one of CCTV's closest partners Enlight Media has produced several entertainment and reality shows for the company's channels including the Chinese version of The Biggest Loser on CCTV's business channel and an original teenager talent show Shaonian Zhongguo-qiang (Strong Young Chinese) on CCTV1 This year CCTV also licensed EEMedia the producer of the popular Super Girl talent shows to produce the talk show Hi 2014 hosted by Taiwan pop star Harlem Yu and one of China's most popular TV stars Xie Na The show is geared toward younger audiences Canxing Productions which rose to fame with the success of its Voice of China series on Zhejiang TV also produced two talent shows for CCTV One is an original production called Songs of China which ended up as one of CCTV's most watched programs of 2014 The State Administration of Press Publication Radio Film and Television announced earlier this year that starting in 2015 only one music talent show can be aired nationwide during prime time each season and there can be only one program based on foreign formats each year However domestic media report that such policies don't apply to CCTV meaning it will become a highly desired platform by production companies Wang Changtian CEO of Enlight Media confirmed to the Shanghai Securities News that its programs scheduled to air on CCTV next year which include at least two reality shows won't be affected A kung futhemed reality show produced by Canxing is also reportedly scheduled to run on CCTV next year CCTV is very active The level of its acceptance of new ideas is even beyond my imagination says Zhang Hang Our cooperation with CCTV will surely continue When winter comes nothing is more relaxing than a hot spring bath For thousands of years natural mineralrich hot spring baths have also been used to relieve health ailments The water found in natural hot springs contains a variety of different minerals and the most common one is sulfur It has a rotten egg smell but is excellent for skin The sulfurcontaining water might be just what the doctor ordered when it comes to relieving pain stress itchy skin arthritis and more Hot springs resorts are thriving as biting cold winter arrives Here we take a look at some of the best natural hot springs China has to offer
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