when of if (4u)

when of if (4u)

when of if (4u)

... upon the certainty of things happening. However, when and if are interchangeable when we are talking about general conditions that always apply when if means almost the same as whenever. Compare ... When or if? We use when for things that are certain to happen in the future: • I'll buy you a pair of gloves when I go shopping this afternoon. I'll give you a ring...

Ngày tải lên: 18/06/2013, 01:26

5 443 0
when or if

when or if

... upon the certainty of things happening. However, when and if are interchangeable when we are talking about general conditions that always apply when if means almost the same as whenever. Compare ... When or if? We use when for things that are certain to happen in the future: • I'll buy you a pair of gloves when I go shopping this afternoon. I'll give you a ring...

Ngày tải lên: 18/06/2013, 01:26

5 465 0
Tài liệu When I do/When I have done. When and If & Can, could and be able to pdf

Tài liệu When I do/When I have done. When and If & Can, could and be able to pdf

... When I do /When I have done. When and If & Can, could and be able to Unit 25. When I do /When I have done. When and If A Xét các ví dụ sau: A: What ... thời gian (when- part) của câu. Chúng ta không dùng will trong mệnh đề when này: We’ll go out when it stops raining. (không nói when it will stop”) Chúng ta sẽ đi khi trời tạnh mưa. When you ... chúng ta thườ...

Ngày tải lên: 19/01/2014, 17:20

6 511 1
Báo cáo khoa học: "NON STANDARD USES OF IF" ppt

Báo cáo khoa học: "NON STANDARD USES OF IF" ppt

... In 8% the if was preceded by some modifier, e.g. as if. This left 69 (31%) non standard uses of if as possible contenders for different meanings of if. A TAXONOMY OF NON STANDARD IF To consider ... if clause; nor do other SCs exhibit the same phenomenon. So the concessive use of if must be considered as being based on a different meaning of if. Protasis only O...

Ngày tải lên: 09/03/2014, 01:20

8 339 0
SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]

SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]

... methodsof exploration, such as SPT, CPT, etc. to establishstratification of the subsurface materials, the profileof the top of bedrock and bedrock quality, depth togroundwater, limits of types of ... (DIM); number of soil layers within zone of stress influence of the footing (DIM)(10.4.6.2.4) (10.6.2.4.2)nh= rate of increase of soil modulus with depth (KSI/ft) (10.4.6.3)Pf=...

Ngày tải lên: 06/09/2012, 15:57

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SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS

... be different than those obtained from Equations 2 and 3. Other values of may be used if based on the results of load tests. The depth of 5.0 FT at the top of the shaft may need to be increased if ... determined according to the failure definition of either:  “plunging” of the drilled shaft, or  a gross settlement or uplift of 5 percent of the diameter of the shaft if...

Ngày tải lên: 29/09/2013, 12:20

27 392 0
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES

... nominal uplift resistance of the pile group (KIPS) The uplift resistance, R ug , of a pile group shall be taken as the lesser of:  The sum of the individual pile uplift resistance, or  The uplift ... results. Static uplift tests should be evaluated using a modified Davisson Method as described in Hannigan et al. (2005). 10.7.3.11 UPLIFT RESISTANCE OF PILE GROUPS The nominal uplift...

Ngày tải lên: 29/09/2013, 12:20

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SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES

... supported on surface of the second (lower) layer of a two-layer system (KSF)  1 = effective stress angle of internal friction of the top layer of soil (DEG) C10.6.3.1.2f If the upper layer is ... and condition of discontinuities of the overall rock mass. Where engineering judgment does not verify the presence of competent rock, the competency of the rock mass should be v...

Ngày tải lên: 29/09/2013, 12:20

32 513 0
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS

... methods of exploration, such as SPT, CPT, etc. to establish stratification of the subsurface materials, the profile of the top of bedrock and bedrock quality, depth to groundwater, limits of types of ... Number of Exploration Points and Depth of Exploration (Modified after Sabatini, et al., 2002) Application Minimum Number of Exploration Points and Location of Exploration...

Ngày tải lên: 29/09/2013, 12:20

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Shaking a box of sand II – at the jamming limit, when shape matters

Shaking a box of sand II – at the jamming limit, when shape matters

... visualise this box as being constituted of rows and columns of grains. When this box is shaken along the direction of gravity, the predominant dynamical response of the sandbox is known to be in the ... behaviour of the top of a column of grains in the jamming limit, alluding to an increasingly slower dynamics as we get to frozen grains at its bottom. In reality, of course,...

Ngày tải lên: 01/11/2013, 08:20

11 392 0
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