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This article was downloaded by:

On: 19 January 2010 

Access details: Access Details: Free Access 

Publisher Taylor & Francis 

Informa Ltd Registered in England and Wales Registered Number: 1072954 Registered office: Mortimer House, 37-

41 Mortimer Street, London W1T 3JH, UK

Journal of Biopharmaceutical StatisticsPublication details, including instructions for authors and subscription information:http://www.informaworld.com/smpp/title~content=t713597263

Statistical comparison of stability study designsEarl Nordbrock a

a Marion Merrell Dow Inc., Kansas City, Missouri

To cite this Article Nordbrock, Earl(1992) 'Statistical comparison of stability study designs', Journal of BiopharmaceuticalStatistics, 2: 1, 91 — 113

To link to this Article: DOI: 10.1080/10543409208835033

URL: http://dx.doi.org/10.1080/10543409208835033

Full terms and conditions of use: http://www.informaworld.com/terms-and-conditions-of-access.pdf

This article may be used for research, teaching and private study purposes. Any substantial orsystematic reproduction, re-distribution, re-selling, loan or sub-licensing, systematic supply ordistribution in any form to anyone is expressly forbidden.

The publisher does not give any warranty express or implied or make any representation that the contentswill be complete or accurate or up to date. The accuracy of any instructions, formulae and drug dosesshould be independently verified with primary sources. The publisher shall not be liable for any loss,actions, claims, proceedings, demand or costs or damages whatsoever or howsoever caused arising directlyor indirectly in connection with or arising out of the use of this material.

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Ke? ~ v r c i s . iabiii iy study design; Siieif iife; Fractional faciiirial;

Power; Exnerimental des ign

Studies are roii tlneiy conciucteci d u r~ n g evelopm ent of a new drug

to invest igate the effect o!' s t rength, package, batch, s torage con-

di t ion, and s torage t ime on s tabi l i ty of t he dosage fo rm. A typical

cttidj: wi!! h n w f!lrce h:!:~.hes. wveral s t rengths . sevsral packages .an d PC..C-.~ V C I I L I -bo-.)i ~L i ge undi t ions . Thus, it every batch by strength by

package combinat ion is tes ted for every s torage condi t ion, i.e., if

a cv rnp le i e facio r ia l des ign is u z d , a subs tant i a l expensc i s in -

voived. T o reduce expense, a m atrix des ign is comrnonly used; 2 .g . .

only the smal les t and largest bot tles are tes ted. Fract ional factorial --- ....ypL <-L . - - ~ . . .- ; r ,h ig ; i> -tau:i::y ~LII;L;GISx e propiiseci. 2nd ih c sta:isticu:

. .p i w e r s of various de:;:g:::; are compared .

Introduction

Before marketing a drug product, a pharmaceutical .-,\--,,,,par,y ~ u s tonduct astudy to investigate the stability of the drug product over time. In a typical

study, response variables such as potency, dissolution, and degradation prod-

Copyright Q 1992 by Marcel Dekkcr , Inc.

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The first step in designing a stability study is to list slopes that must be com-

pared, or equivalently to list design factors and design factor interactions (for

slopes) that may affect stability. Listed below are factors that are important,

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- - - ~njirj;:a \Ti ip,, :.i

FiDPIr vs. hi1;ii.r

Stri-ngth--I O v s . ?O

Strength-20 v s . <%hers

Im t A vs . ti

is ilope fo r 10 rng the iarnc as dope fo r 30

x . , f i .

is slope fo r lot A the same as s iopc l ~ roi B!

Table 3 . Stress Contrast Definitions

3 Storage by package--1 Is difference between slope of HDPE4 anti slope of

HDPEYI the wm e f i x R T :ind S'WRSS'!

3 Storage hy pcknge-2 I \ difference between slope of blister '~n d he aveldge

h u e oi HDFE th e \ame iur RT m d STRESS'

3 Storage by strength-2 I \ difference between slope o i Z i l mg and tne average

siope of' i O and 3 0 mg ihc same fo r RT aridn-,-r, r . P " , >

.> I K C 3 3 . '

3 Storage by iot i \ differnce bcru~cen ivpe of i o r i'i and slope oi' lot 3the sarnc for KT and STRESS'?

4 KT vs . STRESS Is slope of KT the same as siope at STRESS'!

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Figure 1. P o wer o f package by srrcngth- 1 1 . 12--monthR T analysis

Figure 2 . P o w e r ot packaze by mength-12, 12- tnonth R T d n a l y s ~ s

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Figure 3 . Power of packdgc by strength-2i, 1 2 -m o n th R T anxlys i s

Figure 4. P o w e r o t p a c k a g e b y streng th-22 , 12-month R T a n d l q s ~ \

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Design

Figure 5. Powcr of HDPE v s . blister, 12-mon th K T analysis

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Figure 8. P o w c r of \ t rength 20 vs o t he r s , 12-month RT a n a l y \ ~ \

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The PROC GLM models arc as follows.

Each mode? h2s separate :nterc:epis fo r each i i j t hy strength i i . ~ . . f a each!,. <.+-xi i , f r . , 3 , i 1 has separate slopes for each pac?.age-h~i-ctrr,noth

Ld&lSbl lC IJClLLIIJ . L V I \ I C I b I I- J L ' - - - - - - - - A -

ccrnbinar ion and has separate s!opes f o r each lot Model 2 has separate slopes

for each !ot. for each strength, and for each package. Modei 1 is used to tesr

thc A:':fi:':S tern1 a nd associated contrasts and thus io answer question I in the

General Soliltion secilori above. If the A4'P4 'S term ar,d associated contrastsare not significant, then rnodei 2 is used for further analysis, i .e . , to answer

questions 2-4.

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E'ipre I n . P~ lw e r f storage hy package-1; 6-month RT and stress anaiysis

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& - ; r r . . m. ,,,, 1 1 . P o ~ c : l' s torage by package--2. 6-;non:h R? 2nd ;:ic;s xna!y.;is

Design

Figure 1 2 . P o w e r o f s torage by s t r eng t h - ] , & m ont h R T and stress analysis

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Figure 14. Power o i storage by l o t . 6-irionth K T and stress ana lhh is

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Figure 15. Power of KT vs . stress. 6 -mon th KT and stress arialyarn

Code RT timepoints tested STRESS timepoints tested

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(continued)

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"See Table 4 !'or code d e f i n i t l o n i .

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Stress Statisticia

i n addirion ro ihe notation previousiy defined, notariori is as n'oliows:

Each model h as separate intercepts for each lot by strength. I\/Iodel 3 has

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.----: r ii i

j ! t i 3, ,

11 iiii. -,-,i ,()()

separate slopes for each lot by storage condition, for each strength by storage

condition, for each package by storage condiiion, arid f o r each package by

strength. Mnde! 4 is sirni!ar lo model I but also has a separate siope for each

slorzge condition. The powx!: fcr whether the contrasts listed in Tabk 3 are. .

Zen: caiculatp,d 2s &scribed g!.euloilsivJ .

Ir is possibje ro pai r each of th e i O stress design:, with each of the 10 RT

designs, and then to evaluate each of these lrIjO designs. Owing to spacelimitations, oniy designs whcre th e same design is used for both RT and stress

are considered.

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Two main approaches for reducing the cost of stability studies have been

investigated:

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